Note
Go to the end to download the full example code.
Buckling of beer can example#
This example is inspired by the “Buckling of Beer Can” example on the LS-DYNA Knowledge Base site. It shows how to use PyDyna to create a keyword file for LS-DYNA and then solve it from Python.
Perform required imports#
Import required packages, including those for the keywords, deck, and solver.
import os
import shutil
# subprocess is used to run LS-DYNA commands, excluding bandit warning
import subprocess # nosec: B404
import tempfile
import numpy as np
import pandas as pd
from ansys.dyna.core import Deck, keywords as kwd
from ansys.dyna.core.run import MemoryUnit, MpiOption, run_dyna
from ansys.dyna.core.utils.download_utilities import EXAMPLES_PATH, download_manager
rundir = tempfile.TemporaryDirectory()
mesh_file_name = "mesh.k"
mesh_file = download_manager.download_file(
mesh_file_name, "ls-dyna/Buckling_Beer_Can", destination=os.path.join(EXAMPLES_PATH, "Buckling_Beer_Can")
)
dynafile = "beer_can.k"
Create a deck and keywords#
Create a deck, which is the container for all the keywords. Then, create and append individual keywords to the deck.
def write_deck(filepath):
deck = Deck()
# Append control keywords
contact_auto = kwd.ContactAutomaticSingleSurfaceMortar(cid=1)
contact_auto.options["ID"].active = True
contact_auto.heading = "Single-Surface Mortar Contact (The New Explicit/Implicit Standard)"
deck.extend(
[
contact_auto,
kwd.ControlAccuracy(iacc=1),
kwd.ControlImplicitAuto(iauto=1, dtmax=0.01),
kwd.ControlImplicitDynamics(imass=1, gamma=0.6, beta=0.38),
kwd.ControlImplicitGeneral(imflag=1, dt0=0.01),
kwd.ControlImplicitSolution(nlprint=2),
kwd.ControlShell(esort=2, theory=-16, intgrd=1, nfail4=1, irquad=0),
kwd.ControlTermination(endtim=1.0),
]
)
# Append database keywords
deck.extend(
[
kwd.DatabaseGlstat(dt=1.0e-4, binary=3, ioopt=0),
kwd.DatabaseSpcforc(dt=1e-4, binary=3, ioopt=0),
kwd.DatabaseBinaryD3Plot(dt=1.0e-4),
kwd.DatabaseExtentBinary(maxint=-3, nintsld=1),
]
)
# Part keywords
can_part = kwd.Part(heading="Beer Can", pid=1, secid=1, mid=1, eosid=0)
floor_part = kwd.Part(heading="Floor", pid=2, secid=2, mid=1)
# Material keywords
mat_elastic = kwd.MatElastic(mid=1, ro=2.59e-4, e=1.0e7, pr=0.33, title="Aluminum")
mat_elastic.options["TITLE"].active = True
# Section keywords
can_shell = kwd.SectionShell(secid=1, elform=-16, shrf=0.8333, nip=3, t1=0.002, propt=0.0, title="Beer Can")
can_shell.options["TITLE"].active = True
floor_shell = kwd.SectionShell(secid=2, elform=-16, shrf=0.833, t1=0.01, propt=0.0)
floor_shell.options["TITLE"].active = True
floor_shell.title = "Floor - Just for Contact (Rigid Wall Would Have Worked Also)"
deck.extend(
[
can_part,
can_shell,
floor_part,
floor_shell,
mat_elastic,
]
)
# Load curve
load_curve = kwd.DefineCurve(lcid=1, curves=pd.DataFrame({"a1": [0.00, 1.00], "o1": [0.0, 1.000]}))
load_curve.options["TITLE"].active = True
load_curve.title = "Load vs. Time"
deck.append(load_curve)
# Define boundary conditions
load_nodes = [
50,
621,
670,
671,
672,
673,
674,
675,
676,
677,
678,
679,
680,
681,
682,
683,
684,
685,
686,
687,
31,
32,
33,
34,
35,
36,
37,
38,
39,
40,
41,
42,
43,
44,
45,
46,
47,
48,
49,
1229,
1230,
1231,
1232,
1233,
1234,
1235,
1236,
1237,
1238,
1239,
1240,
1241,
1242,
1243,
1244,
1245,
1246,
1247,
1799,
1800,
1801,
1802,
1803,
1804,
1805,
1806,
1807,
1808,
1809,
1810,
1811,
1812,
1813,
1814,
1815,
1816,
]
count = len(load_nodes)
zeros = np.zeros(count)
load_node_point = kwd.LoadNodePoint(
nodes=pd.DataFrame(
{
"nid": load_nodes,
"dof": np.full((count), 3),
"lcid": np.full((count), 1),
"sf": np.full((count), -13.1579),
"cid": zeros,
"m1": zeros,
"m2": zeros,
"m3": zeros,
}
)
)
deck.append(load_node_point)
nid = [
1,
31,
32,
33,
34,
35,
36,
37,
38,
39,
40,
41,
42,
43,
44,
45,
46,
47,
48,
49,
50,
80,
81,
82,
83,
84,
85,
86,
87,
88,
89,
90,
91,
92,
93,
94,
95,
96,
97,
98,
621,
651,
652,
653,
654,
655,
656,
657,
658,
659,
660,
661,
662,
663,
664,
665,
666,
667,
668,
669,
670,
671,
672,
673,
674,
675,
676,
677,
678,
679,
680,
681,
682,
683,
684,
685,
686,
687,
1210,
1211,
1212,
1213,
1214,
1215,
1216,
1217,
1218,
1219,
1220,
1221,
1222,
1223,
1224,
1225,
1226,
1227,
1228,
1229,
1230,
1231,
1232,
1233,
1234,
1235,
1236,
1237,
1238,
1239,
1240,
1241,
1242,
1243,
1244,
1245,
1246,
1247,
1799,
1800,
1801,
1802,
1803,
1804,
1805,
1806,
1807,
1808,
1809,
1810,
1811,
1812,
1813,
1814,
1815,
1816,
1817,
1818,
1819,
1820,
1821,
1822,
1823,
1824,
1825,
1826,
1827,
1828,
1829,
1830,
1831,
1832,
1833,
1834,
]
count = len(nid)
zeros = np.zeros(count)
ones = np.full((count), 1)
dofz = [
1,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
0,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
1,
]
boundary_spc_node = kwd.BoundarySpcNode(
nodes=pd.DataFrame(
{
"nid": nid,
"cid": zeros,
"dofx": ones,
"dofy": ones,
"dofz": dofz,
"dofrx": ones,
"dofry": ones,
"dofrz": ones,
}
)
)
deck.append(boundary_spc_node)
# Define nodes and elements
deck.append(kwd.Include(filename=mesh_file_name))
deck.export_file(filepath)
return deck
def run_post(filepath):
pass
shutil.copy(mesh_file, os.path.join(rundir.name, mesh_file_name))
deck = write_deck(os.path.join(rundir.name, dynafile))
View the model#
You can use the PyVista plot method in the deck class to view
the model.
deck.plot(cwd=rundir.name)
Run the Dyna solver#
try:
run_dyna(
dynafile,
working_directory=rundir.name,
ncpu=2,
mpi_option=MpiOption.MPP_INTEL_MPI,
memory=20,
memory_unit=MemoryUnit.MB,
)
except subprocess.CalledProcessError:
# this example doesn't run to completion because it is a highly nonlinear buckling
pass
run_post(rundir.name)
License option : check ansys licenses only
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Date: 08/07/2026 Time: 01:18:06
___________________________________________________
| |
| LS-DYNA, A Program for Nonlinear Dynamic |
| Analysis of Structures in Three Dimensions |
| Date : 10/01/2025 Time: 13:03:42 |
| Version : mpp d R16 |
| Revision: R16.1.1-20-g0c90cad538 |
| AnLicVer: 2025 R2 (20250506+dl-73-g4dde854) |
| |
| Features enabled in this version: |
| Distributed Memory Parallel |
| CESE CHEMISTRY EM ICFD STOCHASTIC_PARTICLES |
| FFTW (multi-dimensional FFTW Library) |
| ANSYSLIC enabled |
| |
| Platform : OpenMPI 4.0.5 x86-64 |
| OS Level : Linux 3.10.0 uum |
| Compiler : Intel Fortran Compiler 19.0 SSE2 |
| Hostname : e52fdae19baa |
| Precision : Double precision (I8R8) |
| |
| Unauthorized use infringes Ansys Inc. copyrights |
|___________________________________________________|
Messages file /ansys_inc/v252/licensingclient/language/en-us/ansysli_msgs.xml does not exist.
[license/info] Successfully checked out 2 of "dyna_solver_core".
[license/info] --> Checkout ID: e52fdae19baa-root-24-000003 (days left: 165)
[license/info] --> Customer ID: 0
[license/info] Successfully started "LSDYNA (Core-based License)".
Executing with ANSYS license
Command line options: i=beer_can.k
memory=20m
Input file: beer_can.k
The native file format : 64-bit small endian
Memory size from command line: 20000000, 0
Memory size from command line: 20000000, 20000000
Memory for the head node
Memory installed (MB) : 32096
Memory available (MB) : 30127
on UNIX computers note the following change:
ctrl-c interrupts ls-dyna and prompts for a sense switch.
type the desired sense switch: sw1., sw2., etc. to continue
the execution. ls-dyna will respond as explained in the users manual
type response
----- ------------------------------------------------------------
quit ls-dyna terminates.
stop ls-dyna terminates.
sw1. a restart file is written and ls-dyna terminates.
sw2. ls-dyna responds with time and cycle numbers.
sw3. a restart file is written and ls-dyna continues calculations.
sw4. a plot state is written and ls-dyna continues calculations.
sw5. ls-dyna enters interactive graphics phase.
swa. ls-dyna flushes all output i/o buffers.
swb. a dynain is written and ls-dyna continues calculations.
swc. a restart and dynain are written and ls-dyna continues calculations.
swd. a restart and dynain are written and ls-dyna terminates.
swe. stop dynamic relaxation just as though convergence
endtime=time change the termination time
lpri toggle implicit lin. alg. solver output on/off.
nlpr toggle implicit nonlinear solver output on/off.
iter toggle implicit output to d3iter database on/off.
prof output timing data to prof.out and continue.
conv force implicit nonlinear convergence for current time step.
ttrm terminate implicit time step, reduce time step, retry time step.
rtrm terminate implicit at end of current time step.
******** notice ******** notice ******** notice ********
* *
* This is the LS-DYNA Finite Element code. *
* *
* Neither LST nor the authors assume any responsibility for *
* the validity, accuracy, or applicability of any results *
* obtained from this system. Users must verify their own *
* results. *
* *
* LST endeavors to make the LS-DYNA code as complete, *
* accurate and easy to use as possible. *
* Suggestions and comments are welcomed. Please report any *
* errors encountered in either the documentation or results *
* immediately to LST through your site focus. *
* *
* Copyright (C) 1990-2021 *
* by Livermore Software Technology, LLC *
* All rights reserved *
* *
******** notice ******** notice ******** notice ********
Beginning of keyword reader 08/07/26 01:18:14
08/07/26 01:18:14
Open include file: mesh.k
Memory required to process keyword : 285640
Additional dynamic memory required : 2421751
MPP execution with 2 procs
Initial reading of file 08/07/26 01:18:14
Implicit dynamics is now active
Loading usermat shared library /opt/dyna/ls-dyna_mpp_d_R16_1_1_x64_centos79_ifort190_sse2_openmpi405_sharelib/libmppdyna_d_R16.1.1-20-g0c90cad538_sse2_ifort190_openmpi.so
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
This binary:
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
Performing Decomposition -- Phase 1 08/07/26 01:18:14
Performing Recursive Coordinate Bisection (RCB)
Memory required for decomposition : 53592
Additional dynamic memory required : 2603894
Performing Decomposition -- Phase 2 08/07/26 01:18:14
Performing Decomposition -- Phase 3 08/07/26 01:18:14
Implicit dynamics is now active
Loading usermat shared library /opt/dyna/ls-dyna_mpp_d_R16_1_1_x64_centos79_ifort190_sse2_openmpi405_sharelib/libmppdyna_d_R16.1.1-20-g0c90cad538_sse2_ifort190_openmpi.so
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
This binary:
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
Loading usermat shared library /opt/dyna/ls-dyna_mpp_d_R16_1_1_x64_centos79_ifort190_sse2_openmpi405_sharelib/libmppdyna_d_R16.1.1-20-g0c90cad538_sse2_ifort190_openmpi.so
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
This binary:
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
input of data is completed
initial kinetic energy = 0.00000000E+00
The LS-DYNA time step size should not exceed 1.656E-07
to avoid contact instabilities. If the step size is
bigger then scale the penalty of the offending surface.
Implicit dynamics is now active
termination time = 1.000E+00
The following binary output files are being created,
and contain data equivalent to the indicated ascii output files
binout0000: (on processor 0)
glstat
spcforc
Memory required to begin solution (memory= 286K)
Minimum 33K on processor 1
Maximum 37K on processor 0
Average 35K
Matrix Assembly dynamically allocated memory
Maximum 160K
Additional dynamically allocated memory
Minimum 4952K on processor 1
Maximum 5216K on processor 0
Average 5084K
Total allocated memory
Minimum 5143K on processor 1
Maximum 5412K on processor 0
Average 5277K
initialization completed
calculation with mass scaling for minimum dt
added mass = 0.0000E+00
physical mass= 6.5553E-05
ratio = 0.0000E+00
1 t 0.0000E+00 dt 1.00E-02 flush i/o buffers 08/07/26 01:18:14
1 t 0.0000E+00 dt 1.00E-02 write d3plot file 08/07/26 01:18:14
Implicit dynamics is now active
BEGIN implicit dynamics step 1 t= 1.0000E-02 08/07/26 01:18:14
============================================================
time = 1.00000E-02
current step size = 1.00000E-02
================================================
== IMPLICIT USAGE ALERT ==
================================================
== Memory Management for Implicit has changed ==
== after R10. Please use: ==
== memory= 1M memory2= 1M ==
================================================
Iteration: 1 *|du|/|u| = 1.0000000E+00 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.2021998E-04 *Ei/E0 = 2.0305877E-07
Equilibrium established after 2 iterations 08/07/26 01:18:14
estimated total cpu time = 37 sec ( 0 hrs 0 mins)
estimated cpu time to complete = 37 sec ( 0 hrs 0 mins)
estimated total clock time = 46 sec ( 0 hrs 0 mins)
estimated clock time to complete = 38 sec ( 0 hrs 0 mins)
6 t 1.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:14
BEGIN implicit dynamics step 2 t= 2.0000E-02 08/07/26 01:18:14
============================================================
time = 2.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 5.0000250E-01 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.2522434E-04 *Ei/E0 = 9.9652440E-07
Equilibrium established after 2 iterations 08/07/26 01:18:15
10 t 2.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 3 t= 3.0000E-02 08/07/26 01:18:15
============================================================
time = 3.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.3332563E-01 *Ei/E0 = 9.9996901E-01
Iteration: 2 *|du|/|u| = 3.3075191E-04 *Ei/E0 = 2.4420703E-06
Equilibrium established after 2 iterations 08/07/26 01:18:15
14 t 3.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 4 t= 4.0000E-02 08/07/26 01:18:15
============================================================
time = 4.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 2.4999550E-01 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.3675018E-04 *Ei/E0 = 4.6079810E-06
Equilibrium established after 2 iterations 08/07/26 01:18:15
18 t 4.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 5 t= 5.0000E-02 08/07/26 01:18:15
============================================================
time = 5.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 1.9999607E-01 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.4322009E-04 *Ei/E0 = 7.5743565E-06
Equilibrium established after 2 iterations 08/07/26 01:18:15
22 t 5.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 6 t= 6.0000E-02 08/07/26 01:18:15
============================================================
time = 6.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 1.6665977E-01 *Ei/E0 = 9.9999171E-01
Iteration: 2 *|du|/|u| = 3.5019120E-04 *Ei/E0 = 1.1436149E-05
Equilibrium established after 2 iterations 08/07/26 01:18:16
26 t 6.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 7 t= 7.0000E-02 08/07/26 01:18:16
============================================================
time = 7.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 1.4285164E-01 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.5773447E-04 *Ei/E0 = 1.6307569E-05
Equilibrium established after 2 iterations 08/07/26 01:18:16
30 t 7.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 8 t= 8.0000E-02 08/07/26 01:18:16
============================================================
time = 8.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 1.2499492E-01 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.6588923E-04 *Ei/E0 = 2.2323128E-05
Equilibrium established after 2 iterations 08/07/26 01:18:16
34 t 8.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 9 t= 9.0000E-02 08/07/26 01:18:16
============================================================
time = 9.00000E-02
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 1.1110503E-01 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.7471370E-04 *Ei/E0 = 2.9644259E-05
Equilibrium established after 2 iterations 08/07/26 01:18:16
estimated total cpu time = 24 sec ( 0 hrs 0 mins)
estimated cpu time to complete = 22 sec ( 0 hrs 0 mins)
estimated total clock time = 33 sec ( 0 hrs 0 mins)
estimated clock time to complete = 23 sec ( 0 hrs 0 mins)
38 t 9.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 10 t= 1.0000E-01 08/07/26 01:18:16
============================================================
time = 1.00000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 9.9994793E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.8429631E-04 *Ei/E0 = 3.8466480E-05
Equilibrium established after 2 iterations 08/07/26 01:18:17
42 t 1.0000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 11 t= 1.1000E-01 08/07/26 01:18:17
============================================================
time = 1.10000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 9.0904278E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 3.9471113E-04 *Ei/E0 = 4.9024560E-05
Equilibrium established after 2 iterations 08/07/26 01:18:17
46 t 1.1000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 12 t= 1.2000E-01 08/07/26 01:18:17
============================================================
time = 1.20000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 8.3328303E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 4.0605414E-04 *Ei/E0 = 6.1604242E-05
Equilibrium established after 2 iterations 08/07/26 01:18:17
50 t 1.2000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 13 t= 1.3000E-01 08/07/26 01:18:17
============================================================
time = 1.30000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 7.6918751E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 4.1845031E-04 *Ei/E0 = 7.6556880E-05
Equilibrium established after 2 iterations 08/07/26 01:18:17
54 t 1.3000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 14 t= 1.4000E-01 08/07/26 01:18:17
============================================================
time = 1.40000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 7.1424697E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 4.3202769E-04 *Ei/E0 = 9.4313882E-05
Equilibrium established after 2 iterations 08/07/26 01:18:18
58 t 1.4000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 15 t= 1.5000E-01 08/07/26 01:18:18
============================================================
time = 1.50000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 6.6662985E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 4.4694473E-04 *Ei/E0 = 1.1541147E-04
Equilibrium established after 2 iterations 08/07/26 01:18:18
62 t 1.5000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 16 t= 1.6000E-01 08/07/26 01:18:18
============================================================
time = 1.60000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 6.2497003E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 4.6339728E-04 *Ei/E0 = 1.4052301E-04
Equilibrium established after 2 iterations 08/07/26 01:18:18
66 t 1.6000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 17 t= 1.7000E-01 08/07/26 01:18:18
============================================================
time = 1.70000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 5.8821090E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 4.8160702E-04 *Ei/E0 = 1.7049795E-04
Equilibrium established after 2 iterations 08/07/26 01:18:18
70 t 1.7000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 18 t= 1.8000E-01 08/07/26 01:18:18
============================================================
time = 1.80000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 5.5553579E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 5.0184571E-04 *Ei/E0 = 2.0642063E-04
Equilibrium established after 2 iterations 08/07/26 01:18:19
74 t 1.8000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 19 t= 1.9000E-01 08/07/26 01:18:19
============================================================
time = 1.90000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 5.2630351E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 5.2444697E-04 *Ei/E0 = 2.4969124E-04
Equilibrium established after 2 iterations 08/07/26 01:18:19
78 t 1.9000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 20 t= 2.0000E-01 08/07/26 01:18:19
============================================================
time = 2.00000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 4.9999469E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 5.4980972E-04 *Ei/E0 = 3.0213428E-04
Equilibrium established after 2 iterations 08/07/26 01:18:19
82 t 2.0000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 21 t= 2.1000E-01 08/07/26 01:18:19
============================================================
time = 2.10000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 4.7619198E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 5.7842801E-04 *Ei/E0 = 3.6615844E-04
Equilibrium established after 2 iterations 08/07/26 01:18:19
86 t 2.1000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 22 t= 2.2000E-01 08/07/26 01:18:19
============================================================
time = 2.20000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 4.5455558E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 6.1091730E-04 *Ei/E0 = 4.4498578E-04
Equilibrium established after 2 iterations 08/07/26 01:18:20
90 t 2.2000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 23 t= 2.3000E-01 08/07/26 01:18:20
============================================================
time = 2.30000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 4.3480125E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 6.4804294E-04 *Ei/E0 = 5.4298444E-04
Equilibrium established after 2 iterations 08/07/26 01:18:20
94 t 2.3000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 24 t= 2.4000E-01 08/07/26 01:18:20
============================================================
time = 2.40000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 4.1669394E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 6.9077669E-04 *Ei/E0 = 6.6616635E-04
Equilibrium established after 2 iterations 08/07/26 01:18:20
98 t 2.4000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 25 t= 2.5000E-01 08/07/26 01:18:20
============================================================
time = 2.50000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 4.0003696E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 7.4036921E-04 *Ei/E0 = 8.2293933E-04
Equilibrium established after 2 iterations 08/07/26 01:18:20
102 t 2.5000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 26 t= 2.6000E-01 08/07/26 01:18:20
============================================================
time = 2.60000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.8466177E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 7.9846254E-04 *Ei/E0 = 1.0252702E-03
Equilibrium established after 2 iterations 08/07/26 01:18:21
106 t 2.6000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 27 t= 2.7000E-01 08/07/26 01:18:21
============================================================
time = 2.70000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.7042582E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 8.6732233E-04 *Ei/E0 = 1.2905079E-03
Equilibrium established after 2 iterations 08/07/26 01:18:21
110 t 2.7000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 28 t= 2.8000E-01 08/07/26 01:18:21
============================================================
time = 2.80000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.5720698E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 9.5043245E-04 *Ei/E0 = 1.6443215E-03
Equilibrium established after 2 iterations 08/07/26 01:18:21
114 t 2.8000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 29 t= 2.9000E-01 08/07/26 01:18:21
============================================================
time = 2.90000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.4489877E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 1.0546097E-03 *Ei/E0 = 2.1255590E-03
Equilibrium established after 2 iterations 08/07/26 01:18:21
118 t 2.9000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 30 t= 3.0000E-01 08/07/26 01:18:21
============================================================
time = 3.00000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.3341080E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 1.1993863E-03 *Ei/E0 = 2.7945526E-03
Equilibrium established after 2 iterations 08/07/26 01:18:22
122 t 3.0000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 31 t= 3.1000E-01 08/07/26 01:18:22
============================================================
time = 3.10000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.2267524E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 1.4625221E-03 *Ei/E0 = 3.7483755E-03
Equilibrium established after 2 iterations 08/07/26 01:18:22
126 t 3.1000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 32 t= 3.2000E-01 08/07/26 01:18:22
============================================================
time = 3.20000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.1270930E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 2.1772524E-03 *Ei/E0 = 5.1543716E-03
Equilibrium established after 2 iterations 08/07/26 01:18:22
130 t 3.2000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 33 t= 3.3000E-01 08/07/26 01:18:22
============================================================
time = 3.30000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.0410595E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 4.5139295E-03 *Ei/E0 = 7.3650779E-03
Equilibrium established after 2 iterations 08/07/26 01:18:22
134 t 3.3000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 34 t= 3.4000E-01 08/07/26 01:18:22
============================================================
time = 3.40000E-01
current step size = 1.00000E-02
Iteration: 1 *|du|/|u| = 3.0212010E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 1.1995940E-02 *Ei/E0 = 1.1650989E-02
Iteration: 3 *|du|/|u| = 2.1795307E-01 *Ei/E0 = 1.3711529E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.519E+01 exceeds prior maximum 1.134E+01
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 5.9801853E-02 *Ei/E0 = 4.0841646E-02
Iteration: 5 *|du|/|u| = 8.7798325E-02 *Ei/E0 = 6.9588176E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.071E+01 exceeds prior maximum 1.519E+01
automatically REFORMING stiffness matrix...
Iteration: 6 *|du|/|u| = 1.6184542E-01 *Ei/E0 = 3.2401524E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.179E+01 exceeds prior maximum 5.071E+01
automatically REFORMING stiffness matrix...
Iteration: 7 *|du|/|u| = 2.7859445E-01 *Ei/E0 = 1.0209181E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.698E+02 exceeds prior maximum 8.179E+01
automatically REFORMING stiffness matrix...
Iteration: 8 *|du|/|u| = 4.6561452E-01 *Ei/E0 = 3.8854914E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.685E+02 exceeds prior maximum 1.698E+02
automatically REFORMING stiffness matrix...
Iteration: 9 *|du|/|u| = 7.5555724E-01 *Ei/E0 = 1.1795502E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.471E+02 exceeds prior maximum 2.685E+02
automatically REFORMING stiffness matrix...
Iteration: 10 *|du|/|u| = 1.0664893E+00 *Ei/E0 = 2.8372484E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.081E+02 exceeds prior maximum 3.471E+02
automatically REFORMING stiffness matrix...
Iteration: 11 *|du|/|u| = 1.4427976E+00 *Ei/E0 = 7.3394112E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.273E+02 exceeds prior maximum 5.081E+02
automatically REFORMING stiffness matrix...
Iteration: 12 *|du|/|u| = 1.6615009E+00 *Ei/E0 = 1.4500354E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.471E+02 exceeds prior maximum 7.273E+02
automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 1.8194861E+00 *Ei/E0 = 2.3447787E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.147E+03 exceeds prior maximum 9.471E+02
automatically REFORMING stiffness matrix...
Iteration: 14 *|du|/|u| = 1.9371522E+00 *Ei/E0 = 3.4817936E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.327E+03 exceeds prior maximum 1.147E+03
automatically REFORMING stiffness matrix...
Iteration: 15 *|du|/|u| = 1.8224004E+00 *Ei/E0 = 4.7837656E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.528E+03 exceeds prior maximum 1.327E+03
automatically REFORMING stiffness matrix...
Iteration: 16 *|du|/|u| = 1.6131625E+00 *Ei/E0 = 6.0426264E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.781E+03 exceeds prior maximum 1.528E+03
automatically REFORMING stiffness matrix...
Iteration: 17 *|du|/|u| = 1.4999747E+00 *Ei/E0 = 7.5755565E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.070E+03 exceeds prior maximum 1.781E+03
automatically REFORMING stiffness matrix...
Iteration: 18 *|du|/|u| = 1.1519774E+00 *Ei/E0 = 8.8187607E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.458E+03 exceeds prior maximum 2.070E+03
automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 9.3084663E-01 *Ei/E0 = 9.6865037E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.907E+03 exceeds prior maximum 2.458E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.00000E-02 dt(new) = 4.64159E-03
------------------------------------------------------------
BEGIN implicit dynamics step 34 t= 3.3464E-01 08/07/26 01:18:27
============================================================
time = 3.34642E-01
current step size = 4.64159E-03
Iteration: 1 *|du|/|u| = 1.5449474E-02 *Ei/E0 = 2.1767331E-01
Iteration: 2 *|du|/|u| = 1.1763325E-02 *Ei/E0 = 7.1275425E-03
Iteration: 3 *|du|/|u| = 2.9281557E-01 *Ei/E0 = 1.2834643E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.135E+01 exceeds prior maximum 5.978E+00
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 5.0443255E-02 *Ei/E0 = 2.6425141E-02
Iteration: 5 *|du|/|u| = 7.5428631E-02 *Ei/E0 = 4.7167373E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.553E+01 exceeds prior maximum 1.135E+01
automatically REFORMING stiffness matrix...
Iteration: 6 *|du|/|u| = 1.3557906E-01 *Ei/E0 = 1.8778599E-01
Iteration: 7 *|du|/|u| = 1.3244813E-01 *Ei/E0 = 1.9367695E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.600E+01 exceeds prior maximum 3.553E+01
automatically REFORMING stiffness matrix...
Iteration: 8 *|du|/|u| = 2.5226966E-01 *Ei/E0 = 9.0283696E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.596E+02 exceeds prior maximum 8.600E+01
automatically REFORMING stiffness matrix...
Iteration: 9 *|du|/|u| = 4.2294805E-01 *Ei/E0 = 3.1042972E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.521E+02 exceeds prior maximum 1.596E+02
automatically REFORMING stiffness matrix...
Iteration: 10 *|du|/|u| = 6.8521825E-01 *Ei/E0 = 9.5150790E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.378E+02 exceeds prior maximum 2.521E+02
automatically REFORMING stiffness matrix...
Iteration: 11 *|du|/|u| = 9.9970713E-01 *Ei/E0 = 2.4379795E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.922E+02 exceeds prior maximum 3.378E+02
automatically REFORMING stiffness matrix...
Iteration: 12 *|du|/|u| = 1.4117001E+00 *Ei/E0 = 6.4899066E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.422E+02 exceeds prior maximum 4.922E+02
automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 1.5966931E+00 *Ei/E0 = 1.1993099E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.698E+02 exceeds prior maximum 6.422E+02
automatically REFORMING stiffness matrix...
Iteration: 14 *|du|/|u| = 1.7638903E+00 *Ei/E0 = 2.0379219E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.077E+03 exceeds prior maximum 8.698E+02
automatically REFORMING stiffness matrix...
Iteration: 15 *|du|/|u| = 1.9017706E+00 *Ei/E0 = 3.1019451E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.260E+03 exceeds prior maximum 1.077E+03
automatically REFORMING stiffness matrix...
Iteration: 16 *|du|/|u| = 1.8438793E+00 *Ei/E0 = 4.3795485E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.452E+03 exceeds prior maximum 1.260E+03
automatically REFORMING stiffness matrix...
Iteration: 17 *|du|/|u| = 1.6237909E+00 *Ei/E0 = 5.5926350E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.694E+03 exceeds prior maximum 1.452E+03
automatically REFORMING stiffness matrix...
Iteration: 18 *|du|/|u| = 1.5171560E+00 *Ei/E0 = 7.0572219E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.970E+03 exceeds prior maximum 1.694E+03
automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 1.1869061E+00 *Ei/E0 = 8.3350366E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.330E+03 exceeds prior maximum 1.970E+03
automatically REFORMING stiffness matrix...
Iteration: 20 *|du|/|u| = 9.4678492E-01 *Ei/E0 = 9.2407809E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.744E+03 exceeds prior maximum 2.330E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 4.64159E-03 dt(new) = 2.15443E-03
------------------------------------------------------------
BEGIN implicit dynamics step 34 t= 3.3215E-01 08/07/26 01:18:31
============================================================
time = 3.32154E-01
current step size = 2.15443E-03
Iteration: 1 *|du|/|u| = 9.3017607E-03 *Ei/E0 = 4.9927129E-02
Iteration: 2 *|du|/|u| = 1.2561488E-02 *Ei/E0 = 6.1878642E-03
Iteration: 3 *|du|/|u| = 2.0349795E-01 *Ei/E0 = 7.2123988E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.211E+01 exceeds prior maximum 3.490E+00
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 4.8843024E-02 *Ei/E0 = 2.7406332E-02
Iteration: 5 *|du|/|u| = 7.1735740E-02 *Ei/E0 = 4.3159758E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.201E+01 exceeds prior maximum 1.211E+01
automatically REFORMING stiffness matrix...
Iteration: 6 *|du|/|u| = 1.2521320E-01 *Ei/E0 = 1.6080092E-01
Iteration: 7 *|du|/|u| = 1.2444184E-01 *Ei/E0 = 1.6926905E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.405E+01 exceeds prior maximum 3.201E+01
automatically REFORMING stiffness matrix...
Iteration: 8 *|du|/|u| = 2.2340984E-01 *Ei/E0 = 7.1910812E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.793E+02 exceeds prior maximum 7.405E+01
automatically REFORMING stiffness matrix...
Iteration: 9 *|du|/|u| = 4.0921112E-01 *Ei/E0 = 3.3525576E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.635E+02 exceeds prior maximum 1.793E+02
automatically REFORMING stiffness matrix...
Iteration: 10 *|du|/|u| = 6.7096770E-01 *Ei/E0 = 9.8694445E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.542E+02 exceeds prior maximum 2.635E+02
automatically REFORMING stiffness matrix...
Iteration: 11 *|du|/|u| = 9.9588935E-01 *Ei/E0 = 2.6378341E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.156E+02 exceeds prior maximum 3.542E+02
automatically REFORMING stiffness matrix...
Iteration: 12 *|du|/|u| = 1.3769235E+00 *Ei/E0 = 6.9817371E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.761E+02 exceeds prior maximum 5.156E+02
automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 1.5328862E+00 *Ei/E0 = 1.2666073E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.091E+02 exceeds prior maximum 6.761E+02
automatically REFORMING stiffness matrix...
Iteration: 14 *|du|/|u| = 1.6857413E+00 *Ei/E0 = 2.1197661E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.117E+03 exceeds prior maximum 9.091E+02
automatically REFORMING stiffness matrix...
Iteration: 15 *|du|/|u| = 1.8145635E+00 *Ei/E0 = 3.2028886E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.300E+03 exceeds prior maximum 1.117E+03
automatically REFORMING stiffness matrix...
Iteration: 16 *|du|/|u| = 1.7602072E+00 *Ei/E0 = 4.4952001E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.500E+03 exceeds prior maximum 1.300E+03
automatically REFORMING stiffness matrix...
Iteration: 17 *|du|/|u| = 1.5786436E+00 *Ei/E0 = 5.7603281E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.749E+03 exceeds prior maximum 1.500E+03
automatically REFORMING stiffness matrix...
Iteration: 18 *|du|/|u| = 1.4465825E+00 *Ei/E0 = 7.2597945E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.035E+03 exceeds prior maximum 1.749E+03
automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 1.1043454E+00 *Ei/E0 = 8.4166105E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.417E+03 exceeds prior maximum 2.035E+03
automatically REFORMING stiffness matrix...
Iteration: 20 *|du|/|u| = 9.0996188E-01 *Ei/E0 = 9.2504964E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.858E+03 exceeds prior maximum 2.417E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 2.15443E-03 dt(new) = 1.00000E-03
------------------------------------------------------------
BEGIN implicit dynamics step 34 t= 3.3100E-01 08/07/26 01:18:36
============================================================
time = 3.31000E-01
current step size = 1.00000E-03
Iteration: 1 *|du|/|u| = 6.8355362E-03 *Ei/E0 = 1.4149770E-02
Iteration: 2 *|du|/|u| = 1.5643700E-02 *Ei/E0 = 8.1126738E-03
Iteration: 3 *|du|/|u| = 7.9631554E-02 *Ei/E0 = 2.5110862E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.013E+01 exceeds prior maximum 2.336E+00
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 3.7174403E-02 *Ei/E0 = 2.1275843E-02
Iteration: 5 *|du|/|u| = 6.0715946E+01 *Ei/E0 = 3.2964930E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.759E+01 exceeds prior maximum 1.013E+01
automatically REFORMING stiffness matrix...
Iteration: 6 *|du|/|u| = 1.1357444E-01 *Ei/E0 = 2.0970205E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.785E+01 exceeds prior maximum 3.759E+01
automatically REFORMING stiffness matrix...
Iteration: 7 *|du|/|u| = 1.7375114E-01 *Ei/E0 = 4.1651997E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.027E+02 exceeds prior maximum 3.785E+01
automatically REFORMING stiffness matrix...
Iteration: 8 *|du|/|u| = 2.8806770E-01 *Ei/E0 = 1.7231123E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.201E+02 exceeds prior maximum 1.027E+02
automatically REFORMING stiffness matrix...
Iteration: 9 *|du|/|u| = 5.2142071E-01 *Ei/E0 = 7.7261697E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.673E+02 exceeds prior maximum 2.201E+02
automatically REFORMING stiffness matrix...
Iteration: 10 *|du|/|u| = 8.8575655E-01 *Ei/E0 = 3.0215216E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.830E+02 exceeds prior maximum 3.673E+02
automatically REFORMING stiffness matrix...
Iteration: 11 *|du|/|u| = 1.1513688E+00 *Ei/E0 = 8.3375755E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.073E+02 exceeds prior maximum 5.830E+02
automatically REFORMING stiffness matrix...
Iteration: 12 *|du|/|u| = 1.2931613E+00 *Ei/E0 = 1.5229750E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.005E+03 exceeds prior maximum 8.073E+02
automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 1.3823956E+00 *Ei/E0 = 2.3348460E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.230E+03 exceeds prior maximum 1.005E+03
automatically REFORMING stiffness matrix...
Iteration: 14 *|du|/|u| = 1.4413712E+00 *Ei/E0 = 3.4022845E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.428E+03 exceeds prior maximum 1.230E+03
automatically REFORMING stiffness matrix...
Iteration: 15 *|du|/|u| = 1.4852152E+00 *Ei/E0 = 4.5827682E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.637E+03 exceeds prior maximum 1.428E+03
automatically REFORMING stiffness matrix...
Iteration: 16 *|du|/|u| = 1.5033350E+00 *Ei/E0 = 6.0682939E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.879E+03 exceeds prior maximum 1.637E+03
automatically REFORMING stiffness matrix...
Iteration: 17 *|du|/|u| = 1.3101388E+00 *Ei/E0 = 7.6124032E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.200E+03 exceeds prior maximum 1.879E+03
automatically REFORMING stiffness matrix...
Iteration: 18 *|du|/|u| = 1.0355951E+00 *Ei/E0 = 8.6553048E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.595E+03 exceeds prior maximum 2.200E+03
automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 9.4052821E-01 *Ei/E0 = 9.4264152E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.082E+03 exceeds prior maximum 2.595E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.00000E-03 dt(new) = 4.64159E-04
------------------------------------------------------------
BEGIN implicit dynamics step 34 t= 3.3046E-01 08/07/26 01:18:40
============================================================
time = 3.30464E-01
current step size = 4.64159E-04
Iteration: 1 *|du|/|u| = 4.7558278E-03 *Ei/E0 = 6.5415130E-03
Iteration: 2 *|du|/|u| = 1.7804309E-02 *Ei/E0 = 1.3729398E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.821E+00 exceeds prior maximum 1.800E+00
automatically REFORMING stiffness matrix...
Iteration: 3 *|du|/|u| = 7.3001425E-03 *Ei/E0 = 3.2418569E-03
Iteration: 4 *|du|/|u| = 3.4349184E-02 *Ei/E0 = 8.4466379E-03
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.190E+00 exceeds prior maximum 1.821E+00
automatically REFORMING stiffness matrix...
Iteration: 5 *|du|/|u| = 1.8093086E-02 *Ei/E0 = 1.3376176E-02
Iteration: 6 *|du|/|u| = 3.2077008E-01 *Ei/E0 = 1.9526831E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.450E+01 exceeds prior maximum 4.190E+00
automatically REFORMING stiffness matrix...
Iteration: 7 *|du|/|u| = 4.2177030E-02 *Ei/E0 = 7.8429916E-02
Iteration: 8 *|du|/|u| = 5.6371891E-02 *Ei/E0 = 1.1252527E-01
Iteration: 9 *|du|/|u| = 5.7055263E-02 *Ei/E0 = 1.1686860E-01
Iteration: 10 *|du|/|u| = 5.7712271E-02 *Ei/E0 = 1.2132401E-01
Iteration: 11 *|du|/|u| = 5.8339947E-02 *Ei/E0 = 1.2588762E-01
Iteration: 12 *|du|/|u| = 5.8935450E-02 *Ei/E0 = 1.3055521E-01
Iteration: 13 *|du|/|u| = 5.9496120E-02 *Ei/E0 = 1.3532232E-01
Iteration: 14 *|du|/|u| = 6.0019522E-02 *Ei/E0 = 1.4018432E-01
Iteration: 15 *|du|/|u| = 6.0503494E-02 *Ei/E0 = 1.4513653E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.551E+01 exceeds prior maximum 1.450E+01
automatically REFORMING stiffness matrix...
Iteration: 16 *|du|/|u| = 7.2356375E-02 *Ei/E0 = 1.8764797E-01
Iteration: 17 *|du|/|u| = 8.2483012E-02 *Ei/E0 = 2.5901856E-01
Iteration: 18 *|du|/|u| = 8.4713021E-02 *Ei/E0 = 2.7834052E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.563E+01 exceeds prior maximum 1.551E+01
automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 9.4486083E-02 *Ei/E0 = 3.3646648E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.653E+01 exceeds prior maximum 1.563E+01
automatically REFORMING stiffness matrix...
Iteration: 20 *|du|/|u| = 1.1882533E-01 *Ei/E0 = 5.4945602E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.743E+01 exceeds prior maximum 1.653E+01
automatically REFORMING stiffness matrix...
Iteration: 21 *|du|/|u| = 1.4359197E-01 *Ei/E0 = 8.1807569E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.801E+01 exceeds prior maximum 1.743E+01
automatically REFORMING stiffness matrix...
Iteration: 22 *|du|/|u| = 1.5859310E-01 *Ei/E0 = 1.1208423E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.723E+02 exceeds prior maximum 1.801E+01
automatically REFORMING stiffness matrix...
Iteration: 23 *|du|/|u| = 3.9794933E-01 *Ei/E0 = 9.9813477E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.443E+02 exceeds prior maximum 1.723E+02
automatically REFORMING stiffness matrix...
Iteration: 24 *|du|/|u| = 7.4405449E-01 *Ei/E0 = 5.5659922E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.321E+02 exceeds prior maximum 4.443E+02
automatically REFORMING stiffness matrix...
Iteration: 25 *|du|/|u| = 8.3051945E-01 *Ei/E0 = 1.0583623E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.302E+02 exceeds prior maximum 6.321E+02
automatically REFORMING stiffness matrix...
Iteration: 26 *|du|/|u| = 8.6156862E-01 *Ei/E0 = 1.5723207E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.143E+03 exceeds prior maximum 8.302E+02
automatically REFORMING stiffness matrix...
Iteration: 27 *|du|/|u| = 9.1982927E-01 *Ei/E0 = 2.2542120E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.687E+03 exceeds prior maximum 1.143E+03
automatically REFORMING stiffness matrix...
Iteration: 28 *|du|/|u| = 9.4106320E-01 *Ei/E0 = 3.3685477E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.175E+03 exceeds prior maximum 1.687E+03
automatically REFORMING stiffness matrix...
Iteration: 29 *|du|/|u| = 9.3413029E-01 *Ei/E0 = 4.6114582E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.571E+03 exceeds prior maximum 2.175E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 4.64159E-04 dt(new) = 2.15443E-04
------------------------------------------------------------
BEGIN implicit dynamics step 34 t= 3.3022E-01 08/07/26 01:18:47
============================================================
time = 3.30215E-01
current step size = 2.15443E-04
Iteration: 1 *|du|/|u| = 2.5506287E-03 *Ei/E0 = 4.8227723E-03
Iteration: 2 *|du|/|u| = 8.8180354E-03 *Ei/E0 = 1.5073961E-02
Iteration: 3 *|du|/|u| = 1.4912480E-03 *Ei/E0 = 6.7894823E-04
Equilibrium established after 3 iterations 08/07/26 01:18:48
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 2.15443E-04 dt(new) = 3.41455E-04
------------------------------------------------------------
850 t 3.3022E-01 dt 2.15E-04 write d3plot file 08/07/26 01:18:48
BEGIN implicit dynamics step 35 t= 3.3056E-01 08/07/26 01:18:48
============================================================
time = 3.30557E-01
current step size = 3.41455E-04
Iteration: 1 *|du|/|u| = 1.8673767E-02 *Ei/E0 = 6.5982125E-03
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.243E+00 exceeds prior maximum 7.182E-01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.6873844E-02 *Ei/E0 = 6.6302107E-03
Iteration: 3 *|du|/|u| = 1.6874962E-02 *Ei/E0 = 7.0476655E-03
Iteration: 4 *|du|/|u| = 1.7042361E-02 *Ei/E0 = 7.6492663E-03
Iteration: 5 *|du|/|u| = 1.7173441E-02 *Ei/E0 = 7.9903877E-03
Iteration: 6 *|du|/|u| = 1.7276692E-02 *Ei/E0 = 8.2436644E-03
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.314E+00 exceeds prior maximum 1.243E+00
automatically REFORMING stiffness matrix...
Iteration: 7 *|du|/|u| = 1.7581256E-02 *Ei/E0 = 8.6543687E-03
Iteration: 8 *|du|/|u| = 1.8094610E-02 *Ei/E0 = 9.7372894E-03
Iteration: 9 *|du|/|u| = 1.8549730E-02 *Ei/E0 = 1.0660204E-02
Iteration: 10 *|du|/|u| = 1.8900097E-02 *Ei/E0 = 1.1377508E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.367E+00 exceeds prior maximum 1.314E+00
automatically REFORMING stiffness matrix...
Iteration: 11 *|du|/|u| = 1.9326140E-02 *Ei/E0 = 1.2067002E-02
Iteration: 12 *|du|/|u| = 2.0333073E-02 *Ei/E0 = 1.4149378E-02
Iteration: 13 *|du|/|u| = 2.0873726E-02 *Ei/E0 = 1.5307102E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.395E+00 exceeds prior maximum 1.367E+00
automatically REFORMING stiffness matrix...
Iteration: 14 *|du|/|u| = 2.1406714E-02 *Ei/E0 = 1.6334373E-02
Iteration: 15 *|du|/|u| = 2.2888154E-02 *Ei/E0 = 1.9706116E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.424E+00 exceeds prior maximum 1.395E+00
automatically REFORMING stiffness matrix...
Iteration: 16 *|du|/|u| = 2.3528076E-02 *Ei/E0 = 2.1124639E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.453E+00 exceeds prior maximum 1.424E+00
automatically REFORMING stiffness matrix...
Iteration: 17 *|du|/|u| = 2.5568712E-02 *Ei/E0 = 2.6190523E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.566E+00 exceeds prior maximum 1.453E+00
automatically REFORMING stiffness matrix...
Iteration: 18 *|du|/|u| = 2.8066534E-02 *Ei/E0 = 3.2996330E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.612E+00 exceeds prior maximum 1.566E+00
automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 3.0075972E-02 *Ei/E0 = 3.8985461E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.701E+00 exceeds prior maximum 1.612E+00
automatically REFORMING stiffness matrix...
Iteration: 20 *|du|/|u| = 3.2383342E-02 *Ei/E0 = 4.6424194E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.833E+00 exceeds prior maximum 1.701E+00
automatically REFORMING stiffness matrix...
Iteration: 21 *|du|/|u| = 3.5050568E-02 *Ei/E0 = 5.5734718E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.891E+00 exceeds prior maximum 1.833E+00
automatically REFORMING stiffness matrix...
Iteration: 22 *|du|/|u| = 3.7086878E-02 *Ei/E0 = 6.3399013E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.973E+00 exceeds prior maximum 1.891E+00
automatically REFORMING stiffness matrix...
Iteration: 23 *|du|/|u| = 3.9340151E-02 *Ei/E0 = 7.2425350E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.080E+00 exceeds prior maximum 1.973E+00
automatically REFORMING stiffness matrix...
Iteration: 24 *|du|/|u| = 4.1840883E-02 *Ei/E0 = 8.3113800E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.213E+00 exceeds prior maximum 2.080E+00
automatically REFORMING stiffness matrix...
Iteration: 25 *|du|/|u| = 4.4626085E-02 *Ei/E0 = 9.5848791E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.375E+00 exceeds prior maximum 2.213E+00
automatically REFORMING stiffness matrix...
Iteration: 26 *|du|/|u| = 4.7741206E-02 *Ei/E0 = 1.1112920E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.571E+00 exceeds prior maximum 2.375E+00
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 3.41455E-04 dt(new) = 1.58489E-04
------------------------------------------------------------
BEGIN implicit dynamics step 35 t= 3.3037E-01 08/07/26 01:18:53
============================================================
time = 3.30374E-01
current step size = 1.58489E-04
Iteration: 1 *|du|/|u| = 1.1467302E-02 *Ei/E0 = 5.9052179E-03
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.410E-01 exceeds prior maximum 5.701E-01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 5.7541516E-03 *Ei/E0 = 2.7122129E-03
Iteration: 3 *|du|/|u| = 2.1696038E-02 *Ei/E0 = 9.3190474E-03
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.715E+00 exceeds prior maximum 8.410E-01
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 4.7625941E-03 *Ei/E0 = 2.2409481E-03
Iteration: 5 *|du|/|u| = 2.5410415E-02 *Ei/E0 = 1.0727918E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.837E+00 exceeds prior maximum 2.715E+00
automatically REFORMING stiffness matrix...
Iteration: 6 *|du|/|u| = 5.7720494E-03 *Ei/E0 = 3.1275601E-03
Iteration: 7 *|du|/|u| = 1.7353584E-01 *Ei/E0 = 9.3741631E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.551E+00 exceeds prior maximum 3.837E+00
automatically REFORMING stiffness matrix...
Iteration: 8 *|du|/|u| = 5.7613055E-03 *Ei/E0 = 4.5994112E-03
Iteration: 9 *|du|/|u| = 6.4034127E-03 *Ei/E0 = 5.3406115E-03
Iteration: 10 *|du|/|u| = 6.5308630E-03 *Ei/E0 = 5.5654206E-03
Iteration: 11 *|du|/|u| = 6.6621506E-03 *Ei/E0 = 5.8029120E-03
Iteration: 12 *|du|/|u| = 6.7974480E-03 *Ei/E0 = 6.0538897E-03
Iteration: 13 *|du|/|u| = 6.8901575E-03 *Ei/E0 = 6.2298486E-03
Iteration: 14 *|du|/|u| = 6.9846692E-03 *Ei/E0 = 6.4125337E-03
Iteration: 15 *|du|/|u| = 7.0810133E-03 *Ei/E0 = 6.6022489E-03
Iteration: 16 *|du|/|u| = 7.1792233E-03 *Ei/E0 = 6.7993159E-03
Iteration: 17 *|du|/|u| = 7.2793358E-03 *Ei/E0 = 7.0040757E-03
Iteration: 18 *|du|/|u| = 7.3813900E-03 *Ei/E0 = 7.2168890E-03
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 7.6430312E-03 *Ei/E0 = 7.6622798E-03
Iteration: 20 *|du|/|u| = 8.9000098E-03 *Ei/E0 = 1.0558306E-02
Iteration: 21 *|du|/|u| = 9.0513523E-03 *Ei/E0 = 1.0946248E-02
Iteration: 22 *|du|/|u| = 9.2064349E-03 *Ei/E0 = 1.1352888E-02
Iteration: 23 *|du|/|u| = 9.3653430E-03 *Ei/E0 = 1.1779315E-02
Iteration: 24 *|du|/|u| = 9.5281674E-03 *Ei/E0 = 1.2226694E-02
Iteration: 25 *|du|/|u| = 9.6950032E-03 *Ei/E0 = 1.2696268E-02
Iteration: 26 *|du|/|u| = 9.8659495E-03 *Ei/E0 = 1.3189369E-02
Iteration: 27 *|du|/|u| = 1.0041109E-02 *Ei/E0 = 1.3707420E-02
Iteration: 28 *|du|/|u| = 1.0220589E-02 *Ei/E0 = 1.4251941E-02
Iteration: 29 *|du|/|u| = 1.0404497E-02 *Ei/E0 = 1.4824560E-02
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 30 *|du|/|u| = 1.0974238E-02 *Ei/E0 = 1.6215567E-02
Iteration: 31 *|du|/|u| = 1.3442356E-02 *Ei/E0 = 2.4959210E-02
Iteration: 32 *|du|/|u| = 1.3654192E-02 *Ei/E0 = 2.5824064E-02
Iteration: 33 *|du|/|u| = 1.3870707E-02 *Ei/E0 = 2.6727639E-02
Iteration: 34 *|du|/|u| = 1.4091968E-02 *Ei/E0 = 2.7671938E-02
Iteration: 35 *|du|/|u| = 1.4318047E-02 *Ei/E0 = 2.8659077E-02
Iteration: 36 *|du|/|u| = 1.4549013E-02 *Ei/E0 = 2.9691293E-02
Iteration: 37 *|du|/|u| = 1.4784934E-02 *Ei/E0 = 3.0770953E-02
Iteration: 38 *|du|/|u| = 1.5025880E-02 *Ei/E0 = 3.1900556E-02
Iteration: 39 *|du|/|u| = 1.5271914E-02 *Ei/E0 = 3.3082740E-02
Iteration: 40 *|du|/|u| = 1.5523101E-02 *Ei/E0 = 3.4320292E-02
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 41 *|du|/|u| = 1.6690568E-02 *Ei/E0 = 3.8456032E-02
Iteration: 42 *|du|/|u| = 1.8412036E-02 *Ei/E0 = 4.7437548E-02
Iteration: 43 *|du|/|u| = 1.9762274E-02 *Ei/E0 = 5.5251963E-02
Iteration: 44 *|du|/|u| = 2.0422654E-02 *Ei/E0 = 5.9355722E-02
Iteration: 45 *|du|/|u| = 2.1115638E-02 *Ei/E0 = 6.3853067E-02
Iteration: 46 *|du|/|u| = 2.1597284E-02 *Ei/E0 = 6.7111287E-02
Iteration: 47 *|du|/|u| = 2.2093056E-02 *Ei/E0 = 7.0577675E-02
Iteration: 48 *|du|/|u| = 2.2602939E-02 *Ei/E0 = 7.4266059E-02
Iteration: 49 *|du|/|u| = 2.3126874E-02 *Ei/E0 = 7.8191164E-02
Iteration: 50 *|du|/|u| = 2.3664751E-02 *Ei/E0 = 8.2368639E-02
Iteration: 51 *|du|/|u| = 2.4216403E-02 *Ei/E0 = 8.6815069E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.930E+00 exceeds prior maximum 4.551E+00
automatically REFORMING stiffness matrix...
Iteration: 52 *|du|/|u| = 2.7072808E-02 *Ei/E0 = 1.0315469E-01
Iteration: 53 *|du|/|u| = 3.1326567E-02 *Ei/E0 = 1.4097906E-01
Iteration: 54 *|du|/|u| = 3.2876415E-02 *Ei/E0 = 1.5658108E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.954E+00 exceeds prior maximum 4.930E+00
automatically REFORMING stiffness matrix...
Iteration: 55 *|du|/|u| = 3.5920827E-02 *Ei/E0 = 1.8146185E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.146E+00 exceeds prior maximum 4.954E+00
automatically REFORMING stiffness matrix...
Iteration: 56 *|du|/|u| = 4.5335401E-02 *Ei/E0 = 2.8724674E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.420E+00 exceeds prior maximum 5.146E+00
automatically REFORMING stiffness matrix...
Iteration: 57 *|du|/|u| = 5.4960272E-02 *Ei/E0 = 4.1831356E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.641E+00 exceeds prior maximum 5.420E+00
automatically REFORMING stiffness matrix...
Iteration: 58 *|du|/|u| = 6.3988410E-02 *Ei/E0 = 5.6200706E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.117E+00 exceeds prior maximum 5.641E+00
automatically REFORMING stiffness matrix...
Iteration: 59 *|du|/|u| = 7.6033961E-02 *Ei/E0 = 7.8291701E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.428E+00 exceeds prior maximum 6.117E+00
automatically REFORMING stiffness matrix...
Iteration: 60 *|du|/|u| = 8.6772369E-02 *Ei/E0 = 1.0084014E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.920E+00 exceeds prior maximum 6.428E+00
automatically REFORMING stiffness matrix...
Iteration: 61 *|du|/|u| = 1.0037483E-01 *Ei/E0 = 1.3301335E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.223E+00 exceeds prior maximum 6.920E+00
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.58489E-04 dt(new) = 7.35642E-05
------------------------------------------------------------
BEGIN implicit dynamics step 35 t= 3.3029E-01 08/07/26 01:19:04
============================================================
time = 3.30289E-01
current step size = 7.35642E-05
Iteration: 1 *|du|/|u| = 5.7598267E-03 *Ei/E0 = 5.3683829E-03
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.456E-01 exceeds prior maximum 5.825E-01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.2580105E-03 *Ei/E0 = 1.4896159E-03
Equilibrium established after 2 iterations 08/07/26 01:19:05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 7.35642E-05 dt(new) = 1.16591E-04
------------------------------------------------------------
BEGIN implicit dynamics step 36 t= 3.3041E-01 08/07/26 01:19:05
============================================================
time = 3.30406E-01
current step size = 1.16591E-04
Iteration: 1 *|du|/|u| = 1.3869191E-02 *Ei/E0 = 1.2944998E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.634E-01 exceeds prior maximum 6.771E-01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 5.3063802E-03 *Ei/E0 = 2.9316013E-03
Iteration: 3 *|du|/|u| = 1.0716006E-02 *Ei/E0 = 4.6781736E-03
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.626E-01 exceeds prior maximum 8.634E-01
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 2.2416202E-03 *Ei/E0 = 8.1169629E-04
Equilibrium established after 4 iterations 08/07/26 01:19:06
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.16591E-04 dt(new) = 1.84785E-04
------------------------------------------------------------
1548 t 3.3041E-01 dt 1.17E-04 write d3plot file 08/07/26 01:19:06
BEGIN implicit dynamics step 37 t= 3.3059E-01 08/07/26 01:19:06
============================================================
time = 3.30590E-01
current step size = 1.84785E-04
Iteration: 1 *|du|/|u| = 4.9853207E-02 *Ei/E0 = 1.0081356E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.784E+00 exceeds prior maximum 9.366E-01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 4.2483767E-02 *Ei/E0 = 9.1510712E-02
Iteration: 3 *|du|/|u| = 1.3719016E+00 *Ei/E0 = 3.1525831E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.706E+01 exceeds prior maximum 3.784E+00
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 3.8934587E-02 *Ei/E0 = 1.7295037E-01
Iteration: 5 *|du|/|u| = 4.5940413E-02 *Ei/E0 = 2.0949117E-01
Iteration: 6 *|du|/|u| = 4.6491082E-02 *Ei/E0 = 2.1765133E-01
Iteration: 7 *|du|/|u| = 4.7027467E-02 *Ei/E0 = 2.2616027E-01
Iteration: 8 *|du|/|u| = 4.7546666E-02 *Ei/E0 = 2.3502724E-01
Iteration: 9 *|du|/|u| = 4.8045957E-02 *Ei/E0 = 2.4426269E-01
Iteration: 10 *|du|/|u| = 4.8522844E-02 *Ei/E0 = 2.5387844E-01
Iteration: 11 *|du|/|u| = 4.8975107E-02 *Ei/E0 = 2.6388791E-01
Iteration: 12 *|du|/|u| = 4.9400852E-02 *Ei/E0 = 2.7430634E-01
Iteration: 13 *|du|/|u| = 4.9798549E-02 *Ei/E0 = 2.8515099E-01
Iteration: 14 *|du|/|u| = 5.0167077E-02 *Ei/E0 = 2.9644135E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 15 *|du|/|u| = 6.6099837E-02 *Ei/E0 = 4.3500663E-01
Iteration: 16 *|du|/|u| = 7.4975200E-02 *Ei/E0 = 5.8967433E-01
Iteration: 17 *|du|/|u| = 7.9900509E-02 *Ei/E0 = 6.9236008E-01
Iteration: 18 *|du|/|u| = 8.2124799E-02 *Ei/E0 = 7.4573598E-01
Iteration: 19 *|du|/|u| = 8.4306822E-02 *Ei/E0 = 8.0330289E-01
Iteration: 20 *|du|/|u| = 8.6442583E-02 *Ei/E0 = 8.6502279E-01
Iteration: 21 *|du|/|u| = 8.7791117E-02 *Ei/E0 = 9.0875127E-01
Iteration: 22 *|du|/|u| = 8.9070191E-02 *Ei/E0 = 9.5429138E-01
Iteration: 23 *|du|/|u| = 9.0267051E-02 *Ei/E0 = 1.0016052E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.715E+01 exceeds prior maximum 3.706E+01
automatically REFORMING stiffness matrix...
Iteration: 24 *|du|/|u| = 1.2187517E-01 *Ei/E0 = 1.5154284E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.868E+01 exceeds prior maximum 3.715E+01
automatically REFORMING stiffness matrix...
Iteration: 25 *|du|/|u| = 1.6812241E-01 *Ei/E0 = 3.1320555E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.465E+02 exceeds prior maximum 3.868E+01
automatically REFORMING stiffness matrix...
Iteration: 26 *|du|/|u| = 3.8812985E-01 *Ei/E0 = 2.7370921E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.722E+02 exceeds prior maximum 2.465E+02
automatically REFORMING stiffness matrix...
Iteration: 27 *|du|/|u| = 4.2647260E-01 *Ei/E0 = 7.3177886E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.005E+02 exceeds prior maximum 5.722E+02
automatically REFORMING stiffness matrix...
Iteration: 28 *|du|/|u| = 4.2313821E-01 *Ei/E0 = 1.2428315E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.244E+03 exceeds prior maximum 9.005E+02
automatically REFORMING stiffness matrix...
Iteration: 29 *|du|/|u| = 3.5868575E-01 *Ei/E0 = 1.4671262E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.554E+03 exceeds prior maximum 1.244E+03
automatically REFORMING stiffness matrix...
Iteration: 30 *|du|/|u| = 3.4981771E-01 *Ei/E0 = 1.5645524E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.619E+03 exceeds prior maximum 1.554E+03
automatically REFORMING stiffness matrix...
Iteration: 31 *|du|/|u| = 3.2251496E-01 *Ei/E0 = 1.7940156E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.750E+03 exceeds prior maximum 1.619E+03
automatically REFORMING stiffness matrix...
Iteration: 32 *|du|/|u| = 3.3217476E-01 *Ei/E0 = 2.1420722E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.028E+03 exceeds prior maximum 1.750E+03
automatically REFORMING stiffness matrix...
Iteration: 33 *|du|/|u| = 4.0563884E-01 *Ei/E0 = 2.6833035E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.348E+03 exceeds prior maximum 2.028E+03
automatically REFORMING stiffness matrix...
Iteration: 34 *|du|/|u| = 4.6870413E-01 *Ei/E0 = 4.0476724E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.864E+03 exceeds prior maximum 2.348E+03
automatically REFORMING stiffness matrix...
Iteration: 35 *|du|/|u| = 3.8058048E-01 *Ei/E0 = 5.0607362E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.451E+03 exceeds prior maximum 2.864E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.84785E-04 dt(new) = 8.57696E-05
------------------------------------------------------------
BEGIN implicit dynamics step 37 t= 3.3049E-01 08/07/26 01:19:13
============================================================
time = 3.30491E-01
current step size = 8.57696E-05
Iteration: 1 *|du|/|u| = 2.9473972E-02 *Ei/E0 = 1.0277927E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.580E+00 exceeds prior maximum 1.294E+00
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.0596600E-02 *Ei/E0 = 2.1648655E-02
Iteration: 3 *|du|/|u| = 1.7125260E-02 *Ei/E0 = 2.5711866E-02
Iteration: 4 *|du|/|u| = 5.1844045E-03 *Ei/E0 = 5.1513052E-03
Iteration: 5 *|du|/|u| = 6.2529949E-03 *Ei/E0 = 5.6960257E-03
Iteration: 6 *|du|/|u| = 3.2428463E-03 *Ei/E0 = 1.5865773E-03
Iteration: 7 *|du|/|u| = 2.5951329E-03 *Ei/E0 = 8.4720003E-04
Iteration: 8 *|du|/|u| = 2.9899809E-03 *Ei/E0 = 7.2651505E-04
Iteration: 9 *|du|/|u| = 7.2848900E-03 *Ei/E0 = 1.4558196E-03
Iteration: 10 *|du|/|u| = 1.5105654E-01 *Ei/E0 = 2.9115602E-02
Iteration: 11 *|du|/|u| = 1.5645157E-01 *Ei/E0 = 3.0577939E-02
Iteration: 12 *|du|/|u| = 1.6328754E-01 *Ei/E0 = 3.2788879E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.460E+01 exceeds prior maximum 4.580E+00
automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 6.2658536E-03 *Ei/E0 = 2.3824950E-02
Iteration: 14 *|du|/|u| = 4.0517107E-02 *Ei/E0 = 1.1214254E-01
Iteration: 15 *|du|/|u| = 4.0645265E-02 *Ei/E0 = 1.1313419E-01
Iteration: 16 *|du|/|u| = 4.0688352E-02 *Ei/E0 = 1.1346147E-01
Iteration: 17 *|du|/|u| = 4.0728498E-02 *Ei/E0 = 1.1376432E-01
Iteration: 18 *|du|/|u| = 4.0770410E-02 *Ei/E0 = 1.1407835E-01
Iteration: 19 *|du|/|u| = 4.0814087E-02 *Ei/E0 = 1.1440357E-01
Iteration: 20 *|du|/|u| = 4.0859531E-02 *Ei/E0 = 1.1474004E-01
Iteration: 21 *|du|/|u| = 4.0906740E-02 *Ei/E0 = 1.1508780E-01
Iteration: 22 *|du|/|u| = 4.0955717E-02 *Ei/E0 = 1.1544690E-01
Iteration: 23 *|du|/|u| = 4.1006463E-02 *Ei/E0 = 1.1581739E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 24 *|du|/|u| = 7.3989528E-03 *Ei/E0 = 2.1586685E-02
Iteration: 25 *|du|/|u| = 9.3540621E-03 *Ei/E0 = 3.4243630E-02
Iteration: 26 *|du|/|u| = 9.6362188E-03 *Ei/E0 = 3.6316235E-02
Iteration: 27 *|du|/|u| = 9.9318382E-03 *Ei/E0 = 3.8558991E-02
Iteration: 28 *|du|/|u| = 1.0241489E-02 *Ei/E0 = 4.0986855E-02
Iteration: 29 *|du|/|u| = 1.0565766E-02 *Ei/E0 = 4.3616276E-02
Iteration: 30 *|du|/|u| = 1.0905289E-02 *Ei/E0 = 4.6465332E-02
Iteration: 31 *|du|/|u| = 1.1260697E-02 *Ei/E0 = 4.9553877E-02
Iteration: 32 *|du|/|u| = 1.1633123E-02 *Ei/E0 = 5.2903706E-02
Iteration: 33 *|du|/|u| = 1.1892368E-02 *Ei/E0 = 5.5308645E-02
Iteration: 34 *|du|/|u| = 1.2159587E-02 *Ei/E0 = 5.7849697E-02
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 35 *|du|/|u| = 1.3382659E-02 *Ei/E0 = 6.5695849E-02
Iteration: 36 *|du|/|u| = 1.5220976E-02 *Ei/E0 = 8.4487411E-02
Iteration: 37 *|du|/|u| = 1.6693661E-02 *Ei/E0 = 1.0132967E-01
Iteration: 38 *|du|/|u| = 1.7427933E-02 *Ei/E0 = 1.1035844E-01
Iteration: 39 *|du|/|u| = 1.8205749E-02 *Ei/E0 = 1.2036217E-01
Iteration: 40 *|du|/|u| = 1.8751946E-02 *Ei/E0 = 1.2768230E-01
Iteration: 41 *|du|/|u| = 1.9318278E-02 *Ei/E0 = 1.3552661E-01
Iteration: 42 *|du|/|u| = 1.9905085E-02 *Ei/E0 = 1.4393287E-01
Iteration: 43 *|du|/|u| = 2.0512655E-02 *Ei/E0 = 1.5294118E-01
Iteration: 44 *|du|/|u| = 2.1141211E-02 *Ei/E0 = 1.6259399E-01
Iteration: 45 *|du|/|u| = 2.1790893E-02 *Ei/E0 = 1.7293605E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 46 *|du|/|u| = 2.4596189E-02 *Ei/E0 = 2.0417917E-01
Iteration: 47 *|du|/|u| = 2.9325564E-02 *Ei/E0 = 2.8796697E-01
Iteration: 48 *|du|/|u| = 3.1050168E-02 *Ei/E0 = 3.2256901E-01
Iteration: 49 *|du|/|u| = 3.2272117E-02 *Ei/E0 = 3.4849906E-01
Iteration: 50 *|du|/|u| = 3.3547810E-02 *Ei/E0 = 3.7674094E-01
Iteration: 51 *|du|/|u| = 3.4429219E-02 *Ei/E0 = 3.9707026E-01
Iteration: 52 *|du|/|u| = 3.5331789E-02 *Ei/E0 = 4.1856401E-01
Iteration: 53 *|du|/|u| = 3.6254606E-02 *Ei/E0 = 4.4127065E-01
Iteration: 54 *|du|/|u| = 3.7196557E-02 *Ei/E0 = 4.6523729E-01
Iteration: 55 *|du|/|u| = 3.8156312E-02 *Ei/E0 = 4.9050891E-01
Iteration: 56 *|du|/|u| = 3.9132305E-02 *Ei/E0 = 5.1712755E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 57 *|du|/|u| = 4.4404581E-02 *Ei/E0 = 6.1679588E-01
Iteration: 58 *|du|/|u| = 5.5269415E-02 *Ei/E0 = 9.4743651E-01
Iteration: 59 *|du|/|u| = 5.7026612E-02 *Ei/E0 = 1.0097988E+00
Iteration: 60 *|du|/|u| = 5.8818257E-02 *Ei/E0 = 1.0761132E+00
Iteration: 61 *|du|/|u| = 6.0636357E-02 *Ei/E0 = 1.1464117E+00
Iteration: 62 *|du|/|u| = 6.2481875E-02 *Ei/E0 = 1.2206778E+00
Iteration: 63 *|du|/|u| = 6.3717310E-02 *Ei/E0 = 1.2726298E+00
Iteration: 64 *|du|/|u| = 6.4952167E-02 *Ei/E0 = 1.3262919E+00
Iteration: 65 *|du|/|u| = 6.6182554E-02 *Ei/E0 = 1.3816105E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.475E+01 exceeds prior maximum 1.460E+01
automatically REFORMING stiffness matrix...
Iteration: 66 *|du|/|u| = 7.3350190E-02 *Ei/E0 = 1.6148338E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.503E+01 exceeds prior maximum 1.475E+01
automatically REFORMING stiffness matrix...
Iteration: 67 *|du|/|u| = 8.8032941E-02 *Ei/E0 = 2.3013516E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.527E+01 exceeds prior maximum 1.503E+01
automatically REFORMING stiffness matrix...
Iteration: 68 *|du|/|u| = 9.9090753E-02 *Ei/E0 = 2.9240120E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.600E+01 exceeds prior maximum 1.527E+01
automatically REFORMING stiffness matrix...
Iteration: 69 *|du|/|u| = 1.1052444E-01 *Ei/E0 = 3.6827357E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.720E+01 exceeds prior maximum 1.600E+01
automatically REFORMING stiffness matrix...
Iteration: 70 *|du|/|u| = 1.1806429E-01 *Ei/E0 = 4.5702389E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.503E+02 exceeds prior maximum 1.720E+01
automatically REFORMING stiffness matrix...
Iteration: 71 *|du|/|u| = 1.4546621E-01 *Ei/E0 = 1.2556927E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.488E+02 exceeds prior maximum 1.503E+02
automatically REFORMING stiffness matrix...
Iteration: 72 *|du|/|u| = 1.5178905E-01 *Ei/E0 = 1.7989587E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.340E+02 exceeds prior maximum 2.488E+02
automatically REFORMING stiffness matrix...
Iteration: 73 *|du|/|u| = 1.8224943E-01 *Ei/E0 = 2.9014723E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.339E+02 exceeds prior maximum 3.340E+02
automatically REFORMING stiffness matrix...
Iteration: 74 *|du|/|u| = 1.6763873E-01 *Ei/E0 = 4.8975784E+01
Iteration: 75 *|du|/|u| = 2.4632956E-01 *Ei/E0 = 5.9461986E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.376E+02 exceeds prior maximum 5.339E+02
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 8.57696E-05 dt(new) = 3.98107E-05
------------------------------------------------------------
BEGIN implicit dynamics step 37 t= 3.3045E-01 08/07/26 01:19:32
============================================================
time = 3.30445E-01
current step size = 3.98107E-05
Iteration: 1 *|du|/|u| = 1.4179980E-02 *Ei/E0 = 9.2029783E-02
Iteration: 2 *|du|/|u| = 2.1274054E-03 *Ei/E0 = 3.5118646E-03
Equilibrium established after 2 iterations 08/07/26 01:19:32
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 3.98107E-05 dt(new) = 6.30957E-05
------------------------------------------------------------
BEGIN implicit dynamics step 38 t= 3.3051E-01 08/07/26 01:19:32
============================================================
time = 3.30509E-01
current step size = 6.30957E-05
Iteration: 1 *|du|/|u| = 3.2194902E-02 *Ei/E0 = 2.0893268E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.076E+00 exceeds prior maximum 2.292E+00
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 8.4012937E-03 *Ei/E0 = 2.5667464E-02
Iteration: 3 *|du|/|u| = 9.1342184E-03 *Ei/E0 = 1.9539748E-02
Iteration: 4 *|du|/|u| = 2.3140161E-03 *Ei/E0 = 3.0323727E-03
Iteration: 5 *|du|/|u| = 1.7050305E-03 *Ei/E0 = 1.3609833E-03
Equilibrium established after 5 iterations 08/07/26 01:19:32
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 6.30957E-05 dt(new) = 1.00000E-04
------------------------------------------------------------
2768 t 3.3051E-01 dt 6.31E-05 write d3plot file 08/07/26 01:19:32
BEGIN implicit dynamics step 39 t= 3.3061E-01 08/07/26 01:19:32
============================================================
time = 3.30609E-01
current step size = 1.00000E-04
Iteration: 1 *|du|/|u| = 1.0056323E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.069E+01 exceeds prior maximum 3.514E+00
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 7.7553497E-02 *Ei/E0 = 7.7235475E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.325E+01 exceeds prior maximum 2.069E+01
automatically REFORMING stiffness matrix...
Iteration: 3 *|du|/|u| = 6.4728255E-02 *Ei/E0 = 9.2293964E-01
Iteration: 4 *|du|/|u| = 7.0741402E-02 *Ei/E0 = 1.4747606E+00
Iteration: 5 *|du|/|u| = 7.1598013E-02 *Ei/E0 = 1.5505004E+00
Iteration: 6 *|du|/|u| = 7.2394057E-02 *Ei/E0 = 1.6296907E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.512E+01 exceeds prior maximum 4.325E+01
automatically REFORMING stiffness matrix...
Iteration: 7 *|du|/|u| = 1.0385285E-01 *Ei/E0 = 2.5303257E+00
Iteration: 8 *|du|/|u| = 1.1875536E-01 *Ei/E0 = 3.7518450E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.232E+02 exceeds prior maximum 4.512E+01
automatically REFORMING stiffness matrix...
Iteration: 9 *|du|/|u| = 1.9425831E-01 *Ei/E0 = 1.6603690E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.806E+02 exceeds prior maximum 2.232E+02
automatically REFORMING stiffness matrix...
Iteration: 10 *|du|/|u| = 2.0061424E-01 *Ei/E0 = 3.2840207E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.585E+02 exceeds prior maximum 3.806E+02
automatically REFORMING stiffness matrix...
Iteration: 11 *|du|/|u| = 2.0476349E-01 *Ei/E0 = 5.9250814E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.483E+02 exceeds prior maximum 6.585E+02
automatically REFORMING stiffness matrix...
Iteration: 12 *|du|/|u| = 1.6116474E-01 *Ei/E0 = 6.2244106E+01
Iteration: 13 *|du|/|u| = 1.6430281E-01 *Ei/E0 = 5.5393142E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.328E+03 exceeds prior maximum 8.483E+02
automatically REFORMING stiffness matrix...
Iteration: 14 *|du|/|u| = 2.5345069E-01 *Ei/E0 = 7.7535089E+01
Iteration: 15 *|du|/|u| = 2.1836273E-01 *Ei/E0 = 9.1510919E+01
Iteration: 16 *|du|/|u| = 2.5859809E-01 *Ei/E0 = 1.2456038E+02
Iteration: 17 *|du|/|u| = 2.0119939E-01 *Ei/E0 = 6.7337238E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.366E+03 exceeds prior maximum 1.328E+03
automatically REFORMING stiffness matrix...
Iteration: 18 *|du|/|u| = 1.5519149E-01 *Ei/E0 = 9.7817091E+01
Iteration: 19 *|du|/|u| = 2.5473026E-01 *Ei/E0 = 1.3374944E+02
Iteration: 20 *|du|/|u| = 1.9732764E-01 *Ei/E0 = 1.1201359E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.411E+03 exceeds prior maximum 1.366E+03
automatically REFORMING stiffness matrix...
Iteration: 21 *|du|/|u| = 2.1196643E-01 *Ei/E0 = 1.2980154E+02
Iteration: 22 *|du|/|u| = 2.2581754E-01 *Ei/E0 = 1.6950456E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.593E+03 exceeds prior maximum 1.411E+03
automatically REFORMING stiffness matrix...
Iteration: 23 *|du|/|u| = 1.6059973E-01 *Ei/E0 = 1.6811537E+02
Iteration: 24 *|du|/|u| = 1.5416867E-01 *Ei/E0 = 1.7650651E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.662E+03 exceeds prior maximum 1.593E+03
automatically REFORMING stiffness matrix...
Iteration: 25 *|du|/|u| = 1.5210449E-01 *Ei/E0 = 1.2979099E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.706E+03 exceeds prior maximum 1.662E+03
automatically REFORMING stiffness matrix...
Iteration: 26 *|du|/|u| = 1.1297139E-01 *Ei/E0 = 2.1857354E+02
Iteration: 27 *|du|/|u| = 1.3767030E-01 *Ei/E0 = 1.4980772E+02
Iteration: 28 *|du|/|u| = 1.9840955E-01 *Ei/E0 = 1.2923749E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.778E+03 exceeds prior maximum 1.706E+03
automatically REFORMING stiffness matrix...
Iteration: 29 *|du|/|u| = 1.3205731E-01 *Ei/E0 = 1.3799263E+02
Iteration: 30 *|du|/|u| = 1.6259008E-01 *Ei/E0 = 1.7855171E+02
Iteration: 31 *|du|/|u| = 2.0534231E-01 *Ei/E0 = 2.3054466E+02
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.932E+03 exceeds prior maximum 1.778E+03
automatically REFORMING stiffness matrix...
Iteration: 32 *|du|/|u| = 1.9581707E-01 *Ei/E0 = 3.0504970E+02
Iteration: 33 *|du|/|u| = 1.6331810E-01 *Ei/E0 = 2.8628893E+02
Iteration: 34 *|du|/|u| = 1.6716923E-01 *Ei/E0 = 2.5925509E+02
Iteration: 35 *|du|/|u| = 1.5365370E-01 *Ei/E0 = 1.4621668E+02
Iteration: 36 *|du|/|u| = 1.0849566E-01 *Ei/E0 = 8.2325399E+01
Iteration: 37 *|du|/|u| = 2.0983710E-01 *Ei/E0 = 1.6937528E+02
Iteration: 38 *|du|/|u| = 1.0645255E-01 *Ei/E0 = 9.8275868E+01
Iteration: 39 *|du|/|u| = 9.5514131E-02 *Ei/E0 = 7.4325205E+01
Iteration: 40 *|du|/|u| = 7.5138574E-02 *Ei/E0 = 2.6274270E+01
Iteration: 41 *|du|/|u| = 8.4208645E-02 *Ei/E0 = 5.6868830E+01
Iteration: 42 *|du|/|u| = 5.7610362E-02 *Ei/E0 = 3.6689534E+01
REFORMATION LIMIT reached, nonlinear equilibrium search aborted...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.00000E-04 dt(new) = 4.64159E-05
------------------------------------------------------------
BEGIN implicit dynamics step 39 t= 3.3055E-01 08/07/26 01:19:38
============================================================
time = 3.30555E-01
current step size = 4.64159E-05
Iteration: 1 *|du|/|u| = 5.1216809E-02 *Ei/E0 = 9.5013956E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.826E+01 exceeds prior maximum 5.980E+00
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.2431910E-02 *Ei/E0 = 1.3887097E-01
Iteration: 3 *|du|/|u| = 1.6492492E-02 *Ei/E0 = 1.3053375E-01
Iteration: 4 *|du|/|u| = 4.0188786E-03 *Ei/E0 = 1.0719698E-02
Iteration: 5 *|du|/|u| = 1.6979515E-03 *Ei/E0 = 2.0380695E-03
Equilibrium established after 5 iterations 08/07/26 01:19:38
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 4.64159E-05 dt(new) = 7.35642E-05
------------------------------------------------------------
BEGIN implicit dynamics step 40 t= 3.3063E-01 08/07/26 01:19:38
============================================================
time = 3.30628E-01
current step size = 7.35642E-05
Iteration: 1 *|du|/|u| = 1.8624726E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.465E+01 exceeds prior maximum 8.859E+00
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.5650892E-01 *Ei/E0 = 1.1387420E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.244E+02 exceeds prior maximum 8.465E+01
automatically REFORMING stiffness matrix...
Iteration: 3 *|du|/|u| = 1.5393157E-01 *Ei/E0 = 2.4572642E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.362E+02 exceeds prior maximum 2.244E+02
automatically REFORMING stiffness matrix...
Iteration: 4 *|du|/|u| = 1.3220977E-01 *Ei/E0 = 2.7149322E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.487E+02 exceeds prior maximum 2.362E+02
automatically REFORMING stiffness matrix...
Iteration: 5 *|du|/|u| = 1.2503612E-01 *Ei/E0 = 2.6849895E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.686E+02 exceeds prior maximum 2.487E+02
automatically REFORMING stiffness matrix...
Iteration: 6 *|du|/|u| = 1.1270671E-01 *Ei/E0 = 2.8658274E+00
Iteration: 7 *|du|/|u| = 2.7381900E-01 *Ei/E0 = 6.0791864E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.272E+02 exceeds prior maximum 2.686E+02
automatically REFORMING stiffness matrix...
Iteration: 8 *|du|/|u| = 9.8045485E-02 *Ei/E0 = 4.5486692E+00
Iteration: 9 *|du|/|u| = 2.8132089E-01 *Ei/E0 = 8.2780058E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.092E+02 exceeds prior maximum 5.272E+02
automatically REFORMING stiffness matrix...
Iteration: 10 *|du|/|u| = 1.1467338E-01 *Ei/E0 = 7.1723687E+00
Iteration: 11 *|du|/|u| = 2.0894951E-01 *Ei/E0 = 1.0107665E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.068E+02 exceeds prior maximum 7.092E+02
automatically REFORMING stiffness matrix...
Iteration: 12 *|du|/|u| = 9.1453470E-02 *Ei/E0 = 7.5024495E+00
Iteration: 13 *|du|/|u| = 1.7987616E-01 *Ei/E0 = 7.7286784E+00
Iteration: 14 *|du|/|u| = 1.8221032E-01 *Ei/E0 = 8.4986533E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.046E+03 exceeds prior maximum 8.068E+02
automatically REFORMING stiffness matrix...
Iteration: 15 *|du|/|u| = 1.3975011E-01 *Ei/E0 = 1.3238804E+01
Iteration: 16 *|du|/|u| = 1.8570029E-01 *Ei/E0 = 1.6810472E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.135E+03 exceeds prior maximum 1.046E+03
automatically REFORMING stiffness matrix...
Iteration: 17 *|du|/|u| = 1.4428134E-01 *Ei/E0 = 1.9154819E+01
Iteration: 18 *|du|/|u| = 1.6294051E-01 *Ei/E0 = 2.1806539E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.227E+03 exceeds prior maximum 1.135E+03
automatically REFORMING stiffness matrix...
Iteration: 19 *|du|/|u| = 1.0692117E-01 *Ei/E0 = 1.8958838E+01
Iteration: 20 *|du|/|u| = 1.5929614E-01 *Ei/E0 = 1.9687409E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.526E+03 exceeds prior maximum 1.227E+03
automatically REFORMING stiffness matrix...
Iteration: 21 *|du|/|u| = 1.0045607E-01 *Ei/E0 = 1.9111787E+01
Iteration: 22 *|du|/|u| = 2.0385508E-01 *Ei/E0 = 2.1856265E+01
Iteration: 23 *|du|/|u| = 1.9623679E-01 *Ei/E0 = 1.7995041E+01
Iteration: 24 *|du|/|u| = 7.7380715E-02 *Ei/E0 = 1.2537149E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.531E+03 exceeds prior maximum 1.526E+03
automatically REFORMING stiffness matrix...
Iteration: 25 *|du|/|u| = 8.6723197E-02 *Ei/E0 = 1.1454147E+01
Iteration: 26 *|du|/|u| = 9.5334598E-02 *Ei/E0 = 1.2381833E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.140E+03 exceeds prior maximum 1.531E+03
automatically REFORMING stiffness matrix...
Iteration: 27 *|du|/|u| = 9.2499033E-02 *Ei/E0 = 2.2068063E+01
Iteration: 28 *|du|/|u| = 1.0556545E-01 *Ei/E0 = 1.5445302E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.465E+03 exceeds prior maximum 2.140E+03
automatically REFORMING stiffness matrix...
Iteration: 29 *|du|/|u| = 9.7184237E-02 *Ei/E0 = 1.9867219E+01
Iteration: 30 *|du|/|u| = 1.1352657E-01 *Ei/E0 = 3.2323096E+01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.106E+03 exceeds prior maximum 2.465E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 7.35642E-05 dt(new) = 3.41455E-05
------------------------------------------------------------
BEGIN implicit dynamics step 40 t= 3.3059E-01 08/07/26 01:19:42
============================================================
time = 3.30589E-01
current step size = 3.41455E-05
Iteration: 1 *|du|/|u| = 8.5750690E-02 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.030E+01 exceeds prior maximum 1.544E+01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 2.5379243E-02 *Ei/E0 = 2.4204811E-01
Iteration: 3 *|du|/|u| = 3.0650274E-02 *Ei/E0 = 1.5717693E-01
Iteration: 4 *|du|/|u| = 3.1248585E-03 *Ei/E0 = 5.6419032E-03
Iteration: 5 *|du|/|u| = 1.6945489E-03 *Ei/E0 = 5.4281489E-04
Equilibrium established after 5 iterations 08/07/26 01:19:43
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 3.41455E-05 dt(new) = 5.41170E-05
------------------------------------------------------------
BEGIN implicit dynamics step 41 t= 3.3064E-01 08/07/26 01:19:43
============================================================
time = 3.30643E-01
current step size = 5.41170E-05
Iteration: 1 *|du|/|u| = 3.7760258E-01 *Ei/E0 = 4.3228255E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.076E+02 exceeds prior maximum 2.425E+01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 2.8554180E-01 *Ei/E0 = 3.9202920E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.880E+02 exceeds prior maximum 1.076E+02
automatically REFORMING stiffness matrix...
Iteration: 3 *|du|/|u| = 1.3166906E-01 *Ei/E0 = 3.0845748E-01
Iteration: 4 *|du|/|u| = 1.0357287E-01 *Ei/E0 = 1.4597351E-01
Iteration: 5 *|du|/|u| = 8.7666585E-02 *Ei/E0 = 1.1600610E-01
Iteration: 6 *|du|/|u| = 6.5633092E-02 *Ei/E0 = 7.5985930E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.805E+02 exceeds prior maximum 4.880E+02
automatically REFORMING stiffness matrix...
Iteration: 7 *|du|/|u| = 5.1923082E-02 *Ei/E0 = 9.0551049E-02
Iteration: 8 *|du|/|u| = 5.0509131E-02 *Ei/E0 = 2.5600022E-02
Iteration: 9 *|du|/|u| = 1.5438100E-01 *Ei/E0 = 8.7143306E-02
Iteration: 10 *|du|/|u| = 5.6562637E-02 *Ei/E0 = 5.7068347E-02
Iteration: 11 *|du|/|u| = 7.5090180E-02 *Ei/E0 = 6.4681243E-02
Iteration: 12 *|du|/|u| = 6.9269709E-02 *Ei/E0 = 9.0690259E-02
Iteration: 13 *|du|/|u| = 8.0500065E-02 *Ei/E0 = 6.4942357E-03
Iteration: 14 *|du|/|u| = 6.2016570E-02 *Ei/E0 = 4.6883601E-02
Iteration: 15 *|du|/|u| = 5.0356614E-02 *Ei/E0 = 3.1639563E-02
Iteration: 16 *|du|/|u| = 3.9518479E-02 *Ei/E0 = 3.5224452E-02
Iteration: 17 *|du|/|u| = 7.0147526E-02 *Ei/E0 = 7.1892150E-02
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 18 *|du|/|u| = 4.1951103E-02 *Ei/E0 = 6.5775823E-02
Iteration: 19 *|du|/|u| = 7.8018177E-02 *Ei/E0 = 6.0424884E-02
Iteration: 20 *|du|/|u| = 1.2640679E-01 *Ei/E0 = 1.0572715E-01
Iteration: 21 *|du|/|u| = 5.1809495E-02 *Ei/E0 = 7.3623375E-02
Iteration: 22 *|du|/|u| = 5.7373142E-02 *Ei/E0 = 5.0993950E-02
Iteration: 23 *|du|/|u| = 6.2412427E-02 *Ei/E0 = 3.7598058E-02
Iteration: 24 *|du|/|u| = 9.3171984E-02 *Ei/E0 = 6.7124028E-02
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.673E+02 exceeds prior maximum 5.805E+02
automatically REFORMING stiffness matrix...
Iteration: 25 *|du|/|u| = 4.9534332E-02 *Ei/E0 = 1.8177493E-01
Iteration: 26 *|du|/|u| = 6.9150790E-02 *Ei/E0 = 8.6449409E-02
Iteration: 27 *|du|/|u| = 1.6417982E-01 *Ei/E0 = 2.2903632E-01
Iteration: 28 *|du|/|u| = 5.9036858E-02 *Ei/E0 = 1.2976666E-01
Iteration: 29 *|du|/|u| = 7.8058394E-02 *Ei/E0 = 1.8004038E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.126E+02 exceeds prior maximum 8.673E+02
automatically REFORMING stiffness matrix...
Iteration: 30 *|du|/|u| = 4.7530458E-02 *Ei/E0 = 1.8840466E-01
Iteration: 31 *|du|/|u| = 5.8773784E-02 *Ei/E0 = 8.7490207E-02
Iteration: 32 *|du|/|u| = 1.3673824E-01 *Ei/E0 = 2.3302664E-01
Iteration: 33 *|du|/|u| = 5.3530048E-02 *Ei/E0 = 1.4681299E-01
Iteration: 34 *|du|/|u| = 6.6557912E-02 *Ei/E0 = 1.5166392E-01
Iteration: 35 *|du|/|u| = 5.1466464E-02 *Ei/E0 = 1.6834724E-01
Iteration: 36 *|du|/|u| = 6.3934660E-02 *Ei/E0 = 8.4460518E-02
Iteration: 37 *|du|/|u| = 5.1925995E-02 *Ei/E0 = 9.6742124E-02
Iteration: 38 *|du|/|u| = 5.4321833E-02 *Ei/E0 = 1.1083805E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.008E+03 exceeds prior maximum 9.126E+02
automatically REFORMING stiffness matrix...
Iteration: 39 *|du|/|u| = 4.6145973E-02 *Ei/E0 = 1.9915644E-01
Iteration: 40 *|du|/|u| = 8.6316194E-02 *Ei/E0 = 2.2394517E-01
Iteration: 41 *|du|/|u| = 5.8216037E-02 *Ei/E0 = 2.4780108E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.034E+03 exceeds prior maximum 1.008E+03
automatically REFORMING stiffness matrix...
Iteration: 42 *|du|/|u| = 3.1578341E-02 *Ei/E0 = 2.0777381E-01
Iteration: 43 *|du|/|u| = 2.6005529E-02 *Ei/E0 = 4.0808411E-02
Iteration: 44 *|du|/|u| = 5.1099752E-02 *Ei/E0 = 6.8482129E-02
Iteration: 45 *|du|/|u| = 9.2841467E-03 *Ei/E0 = 3.8114860E-02
Iteration: 46 *|du|/|u| = 3.1697630E-02 *Ei/E0 = 4.3130987E-02
Iteration: 47 *|du|/|u| = 4.9371226E-02 *Ei/E0 = 2.9823683E-02
Iteration: 48 *|du|/|u| = 4.0559437E-02 *Ei/E0 = 1.2334165E-01
Iteration: 49 *|du|/|u| = 1.3029134E-01 *Ei/E0 = 6.0842516E-01
Iteration: 50 *|du|/|u| = 6.8257833E-02 *Ei/E0 = 3.3356239E-01
Iteration: 51 *|du|/|u| = 2.9599299E-01 *Ei/E0 = 1.5575734E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.247E+03 exceeds prior maximum 1.034E+03
automatically REFORMING stiffness matrix...
Iteration: 52 *|du|/|u| = 6.7310359E-02 *Ei/E0 = 8.2367359E-01
Iteration: 53 *|du|/|u| = 4.1418905E-02 *Ei/E0 = 2.8015988E-01
Iteration: 54 *|du|/|u| = 3.7717872E-02 *Ei/E0 = 7.3713794E-02
Iteration: 55 *|du|/|u| = 2.5809846E-02 *Ei/E0 = 8.2462298E-02
Iteration: 56 *|du|/|u| = 2.2463038E-02 *Ei/E0 = 5.0773393E-02
Iteration: 57 *|du|/|u| = 1.4819499E-02 *Ei/E0 = 5.8615182E-02
Iteration: 58 *|du|/|u| = 1.4378820E-02 *Ei/E0 = 5.4021979E-02
Iteration: 59 *|du|/|u| = 1.6652585E-02 *Ei/E0 = 3.7649896E-02
Iteration: 60 *|du|/|u| = 2.4413376E-02 *Ei/E0 = 3.8945242E-02
Iteration: 61 *|du|/|u| = 1.5137718E-02 *Ei/E0 = 3.9725694E-02
Iteration: 62 *|du|/|u| = 2.4937042E-02 *Ei/E0 = 3.9761498E-02
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 63 *|du|/|u| = 1.5223299E-02 *Ei/E0 = 5.1291124E-02
Iteration: 64 *|du|/|u| = 1.8938648E-02 *Ei/E0 = 3.4195214E-02
Iteration: 65 *|du|/|u| = 5.0891792E-02 *Ei/E0 = 9.1002476E-02
Iteration: 66 *|du|/|u| = 2.1490811E-02 *Ei/E0 = 4.8803696E-02
Iteration: 67 *|du|/|u| = 2.5186764E-02 *Ei/E0 = 5.6510180E-02
Iteration: 68 *|du|/|u| = 1.5380264E-02 *Ei/E0 = 9.0265158E-02
Iteration: 69 *|du|/|u| = 2.5087542E-02 *Ei/E0 = 4.8082494E-02
Iteration: 70 *|du|/|u| = 2.2114888E-02 *Ei/E0 = 8.8706234E-02
Iteration: 71 *|du|/|u| = 2.8375711E-02 *Ei/E0 = 7.9925320E-02
Iteration: 72 *|du|/|u| = 2.1439970E-02 *Ei/E0 = 5.8020646E-02
Iteration: 73 *|du|/|u| = 2.9098172E-02 *Ei/E0 = 1.2003830E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 74 *|du|/|u| = 2.1685143E-02 *Ei/E0 = 1.8633005E-01
Iteration: 75 *|du|/|u| = 2.0686284E-02 *Ei/E0 = 4.8313063E-02
Iteration: 76 *|du|/|u| = 4.2983422E-02 *Ei/E0 = 8.5342205E-02
Iteration: 77 *|du|/|u| = 2.4176624E-02 *Ei/E0 = 7.0597847E-02
Iteration: 78 *|du|/|u| = 2.3842476E-02 *Ei/E0 = 9.0850713E-02
Iteration: 79 *|du|/|u| = 2.0548575E-02 *Ei/E0 = 6.8328861E-02
Iteration: 80 *|du|/|u| = 2.2034365E-02 *Ei/E0 = 8.5596014E-02
Iteration: 81 *|du|/|u| = 2.3996714E-02 *Ei/E0 = 7.0668900E-02
Iteration: 82 *|du|/|u| = 2.6120623E-02 *Ei/E0 = 8.7705256E-02
Iteration: 83 *|du|/|u| = 5.2797913E-02 *Ei/E0 = 1.2888085E-01
Iteration: 84 *|du|/|u| = 5.2615462E-02 *Ei/E0 = 1.3749979E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 85 *|du|/|u| = 2.1802246E-02 *Ei/E0 = 1.4159550E-01
Iteration: 86 *|du|/|u| = 4.9990749E-02 *Ei/E0 = 2.0520257E-01
Iteration: 87 *|du|/|u| = 7.7793481E-02 *Ei/E0 = 4.1510174E-01
Iteration: 88 *|du|/|u| = 4.3593712E-02 *Ei/E0 = 3.2944497E-01
Iteration: 89 *|du|/|u| = 2.6332974E-02 *Ei/E0 = 3.3221066E-01
Iteration: 90 *|du|/|u| = 2.9666092E-02 *Ei/E0 = 3.3371762E-01
Iteration: 91 *|du|/|u| = 3.5737729E-02 *Ei/E0 = 2.1006819E-01
Iteration: 92 *|du|/|u| = 2.5413500E-02 *Ei/E0 = 1.1872105E-01
Iteration: 93 *|du|/|u| = 4.0351152E-02 *Ei/E0 = 1.3292125E-01
Iteration: 94 *|du|/|u| = 2.9459233E-02 *Ei/E0 = 7.7750173E-02
Iteration: 95 *|du|/|u| = 2.4627515E-02 *Ei/E0 = 1.0214560E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 96 *|du|/|u| = 1.9279328E-02 *Ei/E0 = 7.7505538E-02
Iteration: 97 *|du|/|u| = 5.0162199E-02 *Ei/E0 = 1.7923216E-01
Iteration: 98 *|du|/|u| = 3.7472125E-02 *Ei/E0 = 2.0031113E-01
Iteration: 99 *|du|/|u| = 1.8307087E-02 *Ei/E0 = 2.5298309E-01
Iteration: 100 *|du|/|u| = 2.1402629E-02 *Ei/E0 = 1.3333256E-01
Iteration: 101 *|du|/|u| = 3.4330302E-02 *Ei/E0 = 2.1439635E-01
Iteration: 102 *|du|/|u| = 3.6618236E-02 *Ei/E0 = 1.8264428E-01
Iteration: 103 *|du|/|u| = 3.3173353E-02 *Ei/E0 = 1.1937441E-01
Iteration: 104 *|du|/|u| = 2.2340304E-02 *Ei/E0 = 1.0255654E-01
Iteration: 105 *|du|/|u| = 2.5998198E-02 *Ei/E0 = 8.6557688E-02
Iteration: 106 *|du|/|u| = 3.0494613E-02 *Ei/E0 = 1.3323297E-01
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 107 *|du|/|u| = 1.9689581E-02 *Ei/E0 = 9.0011630E-02
Iteration: 108 *|du|/|u| = 2.3546606E-02 *Ei/E0 = 7.0241712E-02
Iteration: 109 *|du|/|u| = 1.2109026E-02 *Ei/E0 = 5.1314379E-02
Iteration: 110 *|du|/|u| = 9.5437655E-03 *Ei/E0 = 2.5671049E-02
Iteration: 111 *|du|/|u| = 1.0786665E-02 *Ei/E0 = 1.1797396E-02
Iteration: 112 *|du|/|u| = 6.5565007E-03 *Ei/E0 = 1.0180938E-02
Iteration: 113 *|du|/|u| = 1.4281487E-02 *Ei/E0 = 1.3872969E-02
Iteration: 114 *|du|/|u| = 1.8180697E-02 *Ei/E0 = 3.3143283E-02
Iteration: 115 *|du|/|u| = 1.6376715E-02 *Ei/E0 = 1.1979864E-02
Iteration: 116 *|du|/|u| = 6.8793063E-03 *Ei/E0 = 2.1614039E-02
Iteration: 117 *|du|/|u| = 8.6939358E-03 *Ei/E0 = 1.6225843E-02
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 118 *|du|/|u| = 1.3186670E-02 *Ei/E0 = 3.2585082E-02
Iteration: 119 *|du|/|u| = 2.3387799E-02 *Ei/E0 = 5.4526604E-02
Iteration: 120 *|du|/|u| = 1.6753954E-02 *Ei/E0 = 5.2537661E-02
Iteration: 121 *|du|/|u| = 1.6741252E-02 *Ei/E0 = 7.8271409E-02
Iteration: 122 *|du|/|u| = 8.9686968E-03 *Ei/E0 = 3.6471326E-02
Iteration: 123 *|du|/|u| = 1.0306225E-02 *Ei/E0 = 1.9027783E-02
Iteration: 124 *|du|/|u| = 8.5674357E-03 *Ei/E0 = 3.2182464E-02
Iteration: 125 *|du|/|u| = 2.0295290E-02 *Ei/E0 = 4.8262111E-02
Iteration: 126 *|du|/|u| = 1.1608795E-02 *Ei/E0 = 4.4017219E-02
Iteration: 127 *|du|/|u| = 7.3916477E-03 *Ei/E0 = 1.8870310E-02
Iteration: 128 *|du|/|u| = 8.4947058E-03 *Ei/E0 = 1.3169701E-02
REFORMATION LIMIT reached, nonlinear equilibrium search aborted...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 5.41170E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
BEGIN implicit dynamics step 41 t= 3.3061E-01 08/07/26 01:19:51
============================================================
time = 3.30614E-01
current step size = 2.51189E-05
Iteration: 1 *|du|/|u| = 1.5559764E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.576E+02 exceeds prior maximum 4.209E+01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 3.3034302E-02 *Ei/E0 = 2.0371422E-01
Iteration: 3 *|du|/|u| = 1.2106463E-02 *Ei/E0 = 1.2204511E-02
Iteration: 4 *|du|/|u| = 1.8496649E-03 *Ei/E0 = 3.8792859E-04
Iteration: 5 *|du|/|u| = 4.5966351E-04 *Ei/E0 = 2.1671491E-05
Equilibrium established after 5 iterations 08/07/26 01:19:52
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 2.51189E-05 dt(new) = 3.98107E-05
------------------------------------------------------------
3338 t 3.3061E-01 dt 2.51E-05 write d3plot file 08/07/26 01:19:52
BEGIN implicit dynamics step 42 t= 3.3065E-01 08/07/26 01:19:52
============================================================
time = 3.30654E-01
current step size = 3.98107E-05
Iteration: 1 *|du|/|u| = 3.9738945E-01 *Ei/E0 = 7.3797019E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.378E+02 exceeds prior maximum 5.478E+01
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.7633978E-01 *Ei/E0 = 3.3934202E-01
Iteration: 3 *|du|/|u| = 6.4492891E-02 *Ei/E0 = 1.2949529E-01
Iteration: 4 *|du|/|u| = 4.3987656E-02 *Ei/E0 = 5.3049499E-02
Iteration: 5 *|du|/|u| = 4.6680813E-02 *Ei/E0 = 1.7021688E-02
Iteration: 6 *|du|/|u| = 1.7003780E-02 *Ei/E0 = 1.0943151E-02
Iteration: 7 *|du|/|u| = 2.3447380E-02 *Ei/E0 = 5.2504690E-03
Iteration: 8 *|du|/|u| = 1.1714426E-02 *Ei/E0 = 4.0350862E-03
Iteration: 9 *|du|/|u| = 5.9770839E-03 *Ei/E0 = 9.6220486E-04
Iteration: 10 *|du|/|u| = 4.7708170E-03 *Ei/E0 = 4.2179575E-04
Iteration: 11 *|du|/|u| = 6.5988685E-03 *Ei/E0 = 3.0248583E-04
Iteration: 12 *|du|/|u| = 7.4289142E-03 *Ei/E0 = 3.4125343E-04
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 2.0239244E-03 *Ei/E0 = 1.1368462E-04
Iteration: 14 *|du|/|u| = 1.3918798E-03 *Ei/E0 = 2.3534544E-05
Iteration: 15 *|du|/|u| = 1.6218329E-03 *Ei/E0 = 1.6436147E-05
Iteration: 16 *|du|/|u| = 7.4085147E-04 *Ei/E0 = 3.8196142E-06
Equilibrium established after 16 iterations 08/07/26 01:19:53
BEGIN implicit dynamics step 43 t= 3.3069E-01 08/07/26 01:19:53
============================================================
time = 3.30694E-01
current step size = 3.98107E-05
Iteration: 1 *|du|/|u| = 4.7115627E-01 *Ei/E0 = 3.3146157E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.412E+03 exceeds prior maximum 1.312E+02
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.9533630E-01 *Ei/E0 = 1.7149372E-01
Iteration: 3 *|du|/|u| = 5.6262982E-02 *Ei/E0 = 4.6407413E-02
Iteration: 4 *|du|/|u| = 3.6092556E-02 *Ei/E0 = 1.3875607E-02
Iteration: 5 *|du|/|u| = 4.2828876E-02 *Ei/E0 = 7.1788434E-03
Iteration: 6 *|du|/|u| = 2.0180684E-02 *Ei/E0 = 5.5569243E-03
Iteration: 7 *|du|/|u| = 2.1286903E-02 *Ei/E0 = 3.1155731E-03
Iteration: 8 *|du|/|u| = 1.5594413E-02 *Ei/E0 = 1.7834792E-03
Iteration: 9 *|du|/|u| = 2.5141688E-02 *Ei/E0 = 1.6765940E-03
Iteration: 10 *|du|/|u| = 1.8115120E-02 *Ei/E0 = 1.8112897E-03
Iteration: 11 *|du|/|u| = 1.5918686E-02 *Ei/E0 = 1.0932562E-03
Iteration: 12 *|du|/|u| = 1.1222984E-02 *Ei/E0 = 6.9368686E-04
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 5.7748762E-03 *Ei/E0 = 3.5051759E-04
Iteration: 14 *|du|/|u| = 4.5641301E-03 *Ei/E0 = 7.3691639E-05
Iteration: 15 *|du|/|u| = 3.2667077E-03 *Ei/E0 = 3.0883562E-05
Iteration: 16 *|du|/|u| = 1.2869772E-03 *Ei/E0 = 5.6332231E-06
Iteration: 17 *|du|/|u| = 1.2585665E-03 *Ei/E0 = 2.8927617E-06
Iteration: 18 *|du|/|u| = 1.0151886E-03 *Ei/E0 = 1.4026683E-06
Iteration: 19 *|du|/|u| = 8.2497348E-04 *Ei/E0 = 8.5549820E-07
Equilibrium established after 19 iterations 08/07/26 01:19:54
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.98107E-05 dt(new) = 1.99526E-05
------------------------------------------------------------
BEGIN implicit dynamics step 44 t= 3.3071E-01 08/07/26 01:19:54
============================================================
time = 3.30714E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 2.3139244E-01 *Ei/E0 = 6.1127213E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.492E+03 exceeds prior maximum 3.743E+02
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 2.7774810E-02 *Ei/E0 = 1.2637021E-01
Iteration: 3 *|du|/|u| = 4.7345908E-03 *Ei/E0 = 6.1053079E-04
Iteration: 4 *|du|/|u| = 1.3135869E-03 *Ei/E0 = 4.7522087E-05
Iteration: 5 *|du|/|u| = 9.2607681E-05 *Ei/E0 = 2.8885282E-07
Equilibrium established after 5 iterations 08/07/26 01:19:55
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.99526E-05 dt(new) = 3.16228E-05
------------------------------------------------------------
3411 t 3.3071E-01 dt 2.00E-05 write d3plot file 08/07/26 01:19:55
BEGIN implicit dynamics step 45 t= 3.3075E-01 08/07/26 01:19:55
============================================================
time = 3.30745E-01
current step size = 3.16228E-05
Iteration: 1 *|du|/|u| = 2.9346291E-01 *Ei/E0 = 6.7442199E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.592E+03 exceeds prior maximum 3.240E+02
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.0068476E-01 *Ei/E0 = 2.7874766E-01
Iteration: 3 *|du|/|u| = 2.9685207E-02 *Ei/E0 = 3.0227067E-02
Iteration: 4 *|du|/|u| = 3.6667877E-02 *Ei/E0 = 1.0010820E-02
Iteration: 5 *|du|/|u| = 1.0327605E-02 *Ei/E0 = 9.1535896E-03
Iteration: 6 *|du|/|u| = 9.3505012E-03 *Ei/E0 = 1.6533269E-03
Iteration: 7 *|du|/|u| = 1.2457136E-02 *Ei/E0 = 1.8604214E-03
Iteration: 8 *|du|/|u| = 9.7443990E-03 *Ei/E0 = 1.2410724E-03
Iteration: 9 *|du|/|u| = 4.8971814E-03 *Ei/E0 = 7.1603695E-04
Iteration: 10 *|du|/|u| = 5.9364001E-03 *Ei/E0 = 3.1625592E-04
Iteration: 11 *|du|/|u| = 3.3301733E-03 *Ei/E0 = 1.9425166E-04
Iteration: 12 *|du|/|u| = 1.5807089E-03 *Ei/E0 = 9.7186027E-05
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 7.7831156E-04 *Ei/E0 = 2.1501518E-05
Equilibrium established after 13 iterations 08/07/26 01:19:56
BEGIN implicit dynamics step 46 t= 3.3078E-01 08/07/26 01:19:56
============================================================
time = 3.30777E-01
current step size = 3.16228E-05
Iteration: 1 *|du|/|u| = 3.2631251E-01 *Ei/E0 = 3.0279354E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.493E+03 exceeds prior maximum 4.287E+02
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.3687518E-01 *Ei/E0 = 1.6781953E-01
Iteration: 3 *|du|/|u| = 3.5404527E-02 *Ei/E0 = 3.3096754E-02
Iteration: 4 *|du|/|u| = 2.5014751E-02 *Ei/E0 = 9.8588171E-03
Iteration: 5 *|du|/|u| = 2.0040249E-02 *Ei/E0 = 4.4784941E-03
Iteration: 6 *|du|/|u| = 1.1374489E-02 *Ei/E0 = 3.2244297E-03
Iteration: 7 *|du|/|u| = 1.2003912E-02 *Ei/E0 = 2.0687925E-03
Iteration: 8 *|du|/|u| = 8.6865642E-03 *Ei/E0 = 1.1123409E-03
Iteration: 9 *|du|/|u| = 1.2412746E-02 *Ei/E0 = 7.6329129E-04
Iteration: 10 *|du|/|u| = 5.0392799E-03 *Ei/E0 = 5.8551404E-04
Iteration: 11 *|du|/|u| = 5.5883994E-03 *Ei/E0 = 4.7735386E-04
Iteration: 12 *|du|/|u| = 9.6318788E-03 *Ei/E0 = 6.3792210E-04
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 8.3684133E-03 *Ei/E0 = 7.4792082E-04
Iteration: 14 *|du|/|u| = 2.7751773E-02 *Ei/E0 = 1.4507865E-03
Iteration: 15 *|du|/|u| = 1.3935466E-02 *Ei/E0 = 1.0522860E-03
Iteration: 16 *|du|/|u| = 1.7917511E-02 *Ei/E0 = 2.5064273E-03
Iteration: 17 *|du|/|u| = 2.8336554E-02 *Ei/E0 = 8.8797051E-04
Iteration: 18 *|du|/|u| = 8.8158204E-03 *Ei/E0 = 2.0784212E-03
Iteration: 19 *|du|/|u| = 8.9855317E-03 *Ei/E0 = 1.3098486E-03
Iteration: 20 *|du|/|u| = 7.2865841E-03 *Ei/E0 = 9.2752231E-04
Iteration: 21 *|du|/|u| = 7.0689916E-03 *Ei/E0 = 6.7313911E-04
Iteration: 22 *|du|/|u| = 1.0295452E-02 *Ei/E0 = 1.0429945E-03
Iteration: 23 *|du|/|u| = 3.4155738E-03 *Ei/E0 = 2.4087130E-04
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 24 *|du|/|u| = 2.2550208E-03 *Ei/E0 = 1.6422025E-04
Iteration: 25 *|du|/|u| = 7.9710031E-04 *Ei/E0 = 1.2134562E-05
Equilibrium established after 25 iterations 08/07/26 01:19:57
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.16228E-05 dt(new) = 1.58489E-05
------------------------------------------------------------
BEGIN implicit dynamics step 47 t= 3.3079E-01 08/07/26 01:19:57
============================================================
time = 3.30793E-01
current step size = 1.58489E-05
Iteration: 1 *|du|/|u| = 1.8617231E-01 *Ei/E0 = 5.8238858E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.878E+03 exceeds prior maximum 1.081E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 2.2028181E-02 *Ei/E0 = 1.8825350E-01
Iteration: 3 *|du|/|u| = 3.5847042E-03 *Ei/E0 = 7.8261052E-04
Iteration: 4 *|du|/|u| = 1.1572467E-03 *Ei/E0 = 6.9146987E-05
Iteration: 5 *|du|/|u| = 2.8171476E-04 *Ei/E0 = 3.9079582E-06
Equilibrium established after 5 iterations 08/07/26 01:19:58
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.58489E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
BEGIN implicit dynamics step 48 t= 3.3082E-01 08/07/26 01:19:58
============================================================
time = 3.30818E-01
current step size = 2.51189E-05
Iteration: 1 *|du|/|u| = 2.3128685E-01 *Ei/E0 = 6.4854487E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.396E+03 exceeds prior maximum 8.740E+02
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 3.6724781E-02 *Ei/E0 = 2.5989983E-01
Iteration: 3 *|du|/|u| = 1.1670485E-02 *Ei/E0 = 6.2841521E-03
Iteration: 4 *|du|/|u| = 5.5170777E-03 *Ei/E0 = 1.0841075E-03
Iteration: 5 *|du|/|u| = 1.8487844E-03 *Ei/E0 = 1.2484556E-04
Iteration: 6 *|du|/|u| = 2.1560962E-03 *Ei/E0 = 8.1039826E-05
Iteration: 7 *|du|/|u| = 1.5543076E-03 *Ei/E0 = 3.6030090E-05
Iteration: 8 *|du|/|u| = 5.4704774E-04 *Ei/E0 = 6.2540749E-06
Equilibrium established after 8 iterations 08/07/26 01:19:58
3503 t 3.3082E-01 dt 2.51E-05 write d3plot file 08/07/26 01:19:58
BEGIN implicit dynamics step 49 t= 3.3084E-01 08/07/26 01:19:58
============================================================
time = 3.30843E-01
current step size = 2.51189E-05
Iteration: 1 *|du|/|u| = 2.3164391E-01 *Ei/E0 = 8.7162955E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.502E+03 exceeds prior maximum 9.895E+02
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 6.7986323E-02 *Ei/E0 = 2.5037421E-01
Iteration: 3 *|du|/|u| = 1.8406094E-02 *Ei/E0 = 4.0446009E-02
Iteration: 4 *|du|/|u| = 1.3465110E-02 *Ei/E0 = 7.6769536E-03
Iteration: 5 *|du|/|u| = 1.6543303E-02 *Ei/E0 = 8.5380878E-03
Iteration: 6 *|du|/|u| = 3.3298101E-03 *Ei/E0 = 4.5567480E-03
Iteration: 7 *|du|/|u| = 6.6177028E-03 *Ei/E0 = 1.2655084E-03
Iteration: 8 *|du|/|u| = 1.1972735E-02 *Ei/E0 = 2.9169462E-03
Iteration: 9 *|du|/|u| = 2.8289858E-03 *Ei/E0 = 7.7962356E-04
Iteration: 10 *|du|/|u| = 2.1870196E-03 *Ei/E0 = 1.6969692E-04
Iteration: 11 *|du|/|u| = 1.3718139E-03 *Ei/E0 = 7.7531232E-05
Iteration: 12 *|du|/|u| = 5.8108578E-04 *Ei/E0 = 4.6075815E-05
Equilibrium established after 12 iterations 08/07/26 01:19:59
BEGIN implicit dynamics step 50 t= 3.3087E-01 08/07/26 01:19:59
============================================================
time = 3.30868E-01
current step size = 2.51189E-05
Iteration: 1 *|du|/|u| = 2.2062044E-01 *Ei/E0 = 4.7581222E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.590E+03 exceeds prior maximum 1.168E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 8.3084405E-02 *Ei/E0 = 1.9686114E-01
Iteration: 3 *|du|/|u| = 1.2487629E-02 *Ei/E0 = 1.4025193E-02
Iteration: 4 *|du|/|u| = 1.1012248E-02 *Ei/E0 = 3.7637478E-03
Iteration: 5 *|du|/|u| = 5.7444298E-03 *Ei/E0 = 1.6766197E-03
Iteration: 6 *|du|/|u| = 5.0929341E-03 *Ei/E0 = 9.5431639E-04
Iteration: 7 *|du|/|u| = 3.7731592E-03 *Ei/E0 = 7.6129141E-04
Iteration: 8 *|du|/|u| = 3.2246806E-03 *Ei/E0 = 2.8112034E-04
Iteration: 9 *|du|/|u| = 4.4571530E-03 *Ei/E0 = 3.7444000E-04
Iteration: 10 *|du|/|u| = 1.7665975E-03 *Ei/E0 = 1.0077528E-04
Iteration: 11 *|du|/|u| = 1.2260461E-03 *Ei/E0 = 8.1194195E-05
Iteration: 12 *|du|/|u| = 1.3982307E-03 *Ei/E0 = 6.0341417E-05
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 5.6319740E-04 *Ei/E0 = 7.2945875E-06
Equilibrium established after 13 iterations 08/07/26 01:20:00
BEGIN implicit dynamics step 51 t= 3.3089E-01 08/07/26 01:20:00
============================================================
time = 3.30893E-01
current step size = 2.51189E-05
Iteration: 1 *|du|/|u| = 1.7839161E-01 *Ei/E0 = 3.6806840E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.298E+03 exceeds prior maximum 1.212E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 8.3650362E-02 *Ei/E0 = 2.3930567E-01
Iteration: 3 *|du|/|u| = 5.0653029E-02 *Ei/E0 = 1.7303594E-01
Iteration: 4 *|du|/|u| = 1.3836936E-02 *Ei/E0 = 1.3819713E-02
Iteration: 5 *|du|/|u| = 1.7816334E-02 *Ei/E0 = 1.0011801E-02
Iteration: 6 *|du|/|u| = 8.9363031E-03 *Ei/E0 = 5.2093733E-03
Iteration: 7 *|du|/|u| = 1.5137824E-02 *Ei/E0 = 1.0115938E-02
Iteration: 8 *|du|/|u| = 6.7513206E-03 *Ei/E0 = 3.5377094E-03
Iteration: 9 *|du|/|u| = 1.1046317E-02 *Ei/E0 = 8.8414416E-03
Iteration: 10 *|du|/|u| = 8.0358424E-03 *Ei/E0 = 4.1555880E-03
Iteration: 11 *|du|/|u| = 1.0138578E-02 *Ei/E0 = 3.0796427E-03
Iteration: 12 *|du|/|u| = 4.5327197E-03 *Ei/E0 = 6.9851017E-04
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 3.1704206E-03 *Ei/E0 = 6.8648972E-04
Iteration: 14 *|du|/|u| = 4.3934729E-03 *Ei/E0 = 3.7541115E-04
Iteration: 15 *|du|/|u| = 1.5742657E-03 *Ei/E0 = 6.5026308E-05
Iteration: 16 *|du|/|u| = 1.6995710E-03 *Ei/E0 = 5.4251708E-05
Iteration: 17 *|du|/|u| = 2.6575933E-03 *Ei/E0 = 6.8756653E-05
Iteration: 18 *|du|/|u| = 1.8490000E-03 *Ei/E0 = 5.3097613E-05
Iteration: 19 *|du|/|u| = 1.8951618E-03 *Ei/E0 = 2.9711885E-05
Iteration: 20 *|du|/|u| = 8.4791622E-04 *Ei/E0 = 1.8578681E-05
Equilibrium established after 20 iterations 08/07/26 01:20:01
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 2.51189E-05 dt(new) = 1.25893E-05
------------------------------------------------------------
BEGIN implicit dynamics step 52 t= 3.3091E-01 08/07/26 01:20:01
============================================================
time = 3.30906E-01
current step size = 1.25893E-05
Iteration: 1 *|du|/|u| = 9.3770402E-02 *Ei/E0 = 4.6450251E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.692E+03 exceeds prior maximum 2.261E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.0176477E-02 *Ei/E0 = 1.3363161E-01
Iteration: 3 *|du|/|u| = 2.5129234E-03 *Ei/E0 = 7.4809609E-04
Iteration: 4 *|du|/|u| = 9.9381100E-04 *Ei/E0 = 9.1784978E-05
Equilibrium established after 4 iterations 08/07/26 01:20:02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.25893E-05 dt(new) = 1.99526E-05
------------------------------------------------------------
3618 t 3.3091E-01 dt 1.26E-05 write d3plot file 08/07/26 01:20:02
BEGIN implicit dynamics step 53 t= 3.3093E-01 08/07/26 01:20:02
============================================================
time = 3.30926E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.0467149E-01 *Ei/E0 = 2.9873168E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.587E+03 exceeds prior maximum 1.550E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.9793080E-02 *Ei/E0 = 1.4758288E-01
Iteration: 3 *|du|/|u| = 8.8074384E-03 *Ei/E0 = 5.3408094E-03
Iteration: 4 *|du|/|u| = 9.1098121E-03 *Ei/E0 = 4.9510392E-03
Iteration: 5 *|du|/|u| = 7.2955325E-03 *Ei/E0 = 2.1541251E-03
Iteration: 6 *|du|/|u| = 3.1608791E-03 *Ei/E0 = 1.1824281E-03
Iteration: 7 *|du|/|u| = 5.8980878E-03 *Ei/E0 = 1.2327129E-03
Iteration: 8 *|du|/|u| = 2.9330366E-03 *Ei/E0 = 1.0898132E-03
Iteration: 9 *|du|/|u| = 3.0137842E-03 *Ei/E0 = 9.0110776E-04
Iteration: 10 *|du|/|u| = 2.4241530E-03 *Ei/E0 = 3.1776815E-04
Iteration: 11 *|du|/|u| = 2.0182662E-03 *Ei/E0 = 2.8548529E-04
Iteration: 12 *|du|/|u| = 2.2348189E-03 *Ei/E0 = 3.0476163E-04
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 1.3014651E-03 *Ei/E0 = 2.3620172E-04
Iteration: 14 *|du|/|u| = 1.1694001E-03 *Ei/E0 = 6.3493778E-05
Iteration: 15 *|du|/|u| = 1.0886290E-03 *Ei/E0 = 3.3711431E-05
Iteration: 16 *|du|/|u| = 4.0495984E-04 *Ei/E0 = 7.4721631E-06
Equilibrium established after 16 iterations 08/07/26 01:20:03
BEGIN implicit dynamics step 54 t= 3.3095E-01 08/07/26 01:20:03
============================================================
time = 3.30946E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.1360761E-01 *Ei/E0 = 3.8575665E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.054E+03 exceeds prior maximum 1.519E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 4.3339431E-02 *Ei/E0 = 1.8963412E-01
Iteration: 3 *|du|/|u| = 7.9966147E-03 *Ei/E0 = 1.0671323E-02
Iteration: 4 *|du|/|u| = 6.8517411E-03 *Ei/E0 = 3.0973418E-03
Iteration: 5 *|du|/|u| = 1.9289341E-03 *Ei/E0 = 1.1059549E-03
Iteration: 6 *|du|/|u| = 2.0767124E-03 *Ei/E0 = 3.9148656E-04
Iteration: 7 *|du|/|u| = 1.1134575E-03 *Ei/E0 = 1.6919502E-04
Iteration: 8 *|du|/|u| = 7.7478574E-04 *Ei/E0 = 6.7395968E-05
Equilibrium established after 8 iterations 08/07/26 01:20:04
BEGIN implicit dynamics step 55 t= 3.3097E-01 08/07/26 01:20:04
============================================================
time = 3.30966E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.0929293E-01 *Ei/E0 = 4.4775853E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.006E+04 exceeds prior maximum 1.721E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.6935674E-02 *Ei/E0 = 1.4441111E-01
Iteration: 3 *|du|/|u| = 5.8378463E-03 *Ei/E0 = 6.5890198E-03
Iteration: 4 *|du|/|u| = 1.2733866E-02 *Ei/E0 = 7.0516007E-03
Iteration: 5 *|du|/|u| = 5.5739354E-03 *Ei/E0 = 5.1880750E-03
Iteration: 6 *|du|/|u| = 4.7311711E-03 *Ei/E0 = 1.1734444E-03
Iteration: 7 *|du|/|u| = 3.8603054E-03 *Ei/E0 = 2.1563284E-03
Iteration: 8 *|du|/|u| = 2.2181310E-03 *Ei/E0 = 1.0069370E-03
Iteration: 9 *|du|/|u| = 2.1357720E-03 *Ei/E0 = 8.7252368E-04
Iteration: 10 *|du|/|u| = 1.7753135E-03 *Ei/E0 = 8.3538735E-04
Iteration: 11 *|du|/|u| = 2.7218749E-03 *Ei/E0 = 7.6852080E-04
Iteration: 12 *|du|/|u| = 1.3493200E-03 *Ei/E0 = 6.8182624E-04
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 1.0015363E-03 *Ei/E0 = 2.4079860E-04
Iteration: 14 *|du|/|u| = 5.9443035E-04 *Ei/E0 = 3.9059445E-05
Equilibrium established after 14 iterations 08/07/26 01:20:04
BEGIN implicit dynamics step 56 t= 3.3099E-01 08/07/26 01:20:04
============================================================
time = 3.30986E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.1195923E-01 *Ei/E0 = 5.5294016E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.288E+04 exceeds prior maximum 1.901E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.5102608E-02 *Ei/E0 = 2.7095787E-01
Iteration: 3 *|du|/|u| = 4.2435477E-03 *Ei/E0 = 3.0161109E-03
Iteration: 4 *|du|/|u| = 3.2248948E-03 *Ei/E0 = 9.3755945E-04
Iteration: 5 *|du|/|u| = 1.4980312E-03 *Ei/E0 = 2.4017947E-04
Iteration: 6 *|du|/|u| = 1.1542825E-03 *Ei/E0 = 1.1360995E-04
Iteration: 7 *|du|/|u| = 8.6120565E-04 *Ei/E0 = 4.6792547E-05
Equilibrium established after 7 iterations 08/07/26 01:20:05
BEGIN implicit dynamics step 57 t= 3.3101E-01 08/07/26 01:20:05
============================================================
time = 3.31006E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.0471587E-01 *Ei/E0 = 5.4817567E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.340E+04 exceeds prior maximum 1.918E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.4524090E-02 *Ei/E0 = 2.6073596E-01
Iteration: 3 *|du|/|u| = 5.1108491E-03 *Ei/E0 = 4.1047085E-03
Iteration: 4 *|du|/|u| = 4.2713152E-03 *Ei/E0 = 2.5248057E-03
Iteration: 5 *|du|/|u| = 1.3067289E-03 *Ei/E0 = 3.6462922E-04
Iteration: 6 *|du|/|u| = 1.1104904E-03 *Ei/E0 = 1.7810880E-04
Iteration: 7 *|du|/|u| = 5.9850192E-04 *Ei/E0 = 7.3975582E-05
Equilibrium established after 7 iterations 08/07/26 01:20:05
3707 t 3.3101E-01 dt 2.00E-05 write d3plot file 08/07/26 01:20:05
BEGIN implicit dynamics step 58 t= 3.3103E-01 08/07/26 01:20:05
============================================================
time = 3.31026E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.0328046E-01 *Ei/E0 = 6.3767737E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.430E+04 exceeds prior maximum 2.158E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.4120928E-02 *Ei/E0 = 2.7418011E-01
Iteration: 3 *|du|/|u| = 4.4234873E-03 *Ei/E0 = 3.7897585E-03
Iteration: 4 *|du|/|u| = 3.4649813E-03 *Ei/E0 = 1.5501906E-03
Iteration: 5 *|du|/|u| = 1.8618624E-03 *Ei/E0 = 4.1867542E-04
Iteration: 6 *|du|/|u| = 1.4894458E-03 *Ei/E0 = 2.6080862E-04
Iteration: 7 *|du|/|u| = 8.8193930E-04 *Ei/E0 = 9.9869829E-05
Equilibrium established after 7 iterations 08/07/26 01:20:06
BEGIN implicit dynamics step 59 t= 3.3105E-01 08/07/26 01:20:06
============================================================
time = 3.31046E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.0479255E-01 *Ei/E0 = 7.3412468E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.425E+04 exceeds prior maximum 2.175E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.3842048E-02 *Ei/E0 = 2.8028503E-01
Iteration: 3 *|du|/|u| = 4.4337214E-03 *Ei/E0 = 4.9504248E-03
Iteration: 4 *|du|/|u| = 4.8195649E-03 *Ei/E0 = 2.6011043E-03
Iteration: 5 *|du|/|u| = 2.6346029E-03 *Ei/E0 = 1.9488921E-03
Iteration: 6 *|du|/|u| = 1.2427810E-03 *Ei/E0 = 1.1620818E-03
Iteration: 7 *|du|/|u| = 9.3933063E-04 *Ei/E0 = 2.1878727E-04
Equilibrium established after 7 iterations 08/07/26 01:20:06
BEGIN implicit dynamics step 60 t= 3.3107E-01 08/07/26 01:20:06
============================================================
time = 3.31066E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.0872726E-01 *Ei/E0 = 9.1542378E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.585E+04 exceeds prior maximum 2.387E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.3518426E-02 *Ei/E0 = 3.6273952E-01
Iteration: 3 *|du|/|u| = 3.4329913E-03 *Ei/E0 = 4.3047666E-03
Iteration: 4 *|du|/|u| = 2.8867696E-03 *Ei/E0 = 1.5211197E-03
Iteration: 5 *|du|/|u| = 9.3721169E-04 *Ei/E0 = 4.4096236E-04
Equilibrium established after 5 iterations 08/07/26 01:20:07
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.99526E-05 dt(new) = 3.16228E-05
------------------------------------------------------------
BEGIN implicit dynamics step 61 t= 3.3110E-01 08/07/26 01:20:07
============================================================
time = 3.31097E-01
current step size = 3.16228E-05
Iteration: 1 *|du|/|u| = 1.7308933E-01 *Ei/E0 = 9.2869492E-01
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.202E+04 exceeds prior maximum 1.934E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 5.7796557E-02 *Ei/E0 = 2.8127295E-01
Iteration: 3 *|du|/|u| = 1.3801589E-02 *Ei/E0 = 3.6444477E-02
Iteration: 4 *|du|/|u| = 8.1793354E-03 *Ei/E0 = 1.7204296E-02
Iteration: 5 *|du|/|u| = 1.7292530E-02 *Ei/E0 = 2.7903419E-02
Iteration: 6 *|du|/|u| = 1.7099103E-02 *Ei/E0 = 2.3023669E-02
Iteration: 7 *|du|/|u| = 5.9349893E-03 *Ei/E0 = 1.0789316E-02
Iteration: 8 *|du|/|u| = 9.1388321E-03 *Ei/E0 = 1.2072517E-02
Iteration: 9 *|du|/|u| = 7.7352433E-03 *Ei/E0 = 1.2881956E-02
Iteration: 10 *|du|/|u| = 9.4197206E-03 *Ei/E0 = 1.3091401E-02
Iteration: 11 *|du|/|u| = 9.6485710E-03 *Ei/E0 = 7.0436238E-03
Iteration: 12 *|du|/|u| = 8.5411311E-03 *Ei/E0 = 7.8915094E-03
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 5.5121569E-03 *Ei/E0 = 7.5596234E-03
Iteration: 14 *|du|/|u| = 2.7020669E-03 *Ei/E0 = 1.6045706E-03
Iteration: 15 *|du|/|u| = 2.4354924E-03 *Ei/E0 = 8.2261579E-04
Iteration: 16 *|du|/|u| = 3.6683383E-03 *Ei/E0 = 1.1966415E-03
Iteration: 17 *|du|/|u| = 2.1610693E-03 *Ei/E0 = 1.0868879E-03
Iteration: 18 *|du|/|u| = 2.2323221E-03 *Ei/E0 = 5.4549312E-04
Iteration: 19 *|du|/|u| = 5.9775197E-03 *Ei/E0 = 2.3342092E-03
Iteration: 20 *|du|/|u| = 4.6103179E-03 *Ei/E0 = 3.2474170E-03
Iteration: 21 *|du|/|u| = 2.7579071E-03 *Ei/E0 = 2.4752151E-03
Iteration: 22 *|du|/|u| = 7.6197664E-03 *Ei/E0 = 5.2151478E-03
Iteration: 23 *|du|/|u| = 8.6104528E-03 *Ei/E0 = 5.1233681E-03
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 24 *|du|/|u| = 4.3063840E-03 *Ei/E0 = 3.5845222E-03
Iteration: 25 *|du|/|u| = 8.1196689E-03 *Ei/E0 = 5.2648375E-03
Iteration: 26 *|du|/|u| = 2.6753920E-03 *Ei/E0 = 1.9903664E-03
Iteration: 27 *|du|/|u| = 1.0508248E-03 *Ei/E0 = 7.8736898E-04
Iteration: 28 *|du|/|u| = 1.4765941E-03 *Ei/E0 = 3.1717543E-04
Iteration: 29 *|du|/|u| = 1.6444941E-03 *Ei/E0 = 3.4207691E-04
Iteration: 30 *|du|/|u| = 1.2799082E-03 *Ei/E0 = 2.6829079E-04
Iteration: 31 *|du|/|u| = 1.4567326E-03 *Ei/E0 = 1.2426320E-04
Iteration: 32 *|du|/|u| = 7.1544152E-04 *Ei/E0 = 1.0386473E-04
Equilibrium established after 32 iterations 08/07/26 01:20:09
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.16228E-05 dt(new) = 1.58489E-05
------------------------------------------------------------
BEGIN implicit dynamics step 62 t= 3.3111E-01 08/07/26 01:20:09
============================================================
time = 3.31113E-01
current step size = 1.58489E-05
Iteration: 1 *|du|/|u| = 9.9091462E-02 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.406E+04 exceeds prior maximum 3.987E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 6.7743802E-03 *Ei/E0 = 1.4020386E-01
Iteration: 3 *|du|/|u| = 1.5864083E-03 *Ei/E0 = 8.8322030E-04
Iteration: 4 *|du|/|u| = 1.1918603E-03 *Ei/E0 = 2.7405483E-04
Iteration: 5 *|du|/|u| = 3.1781274E-04 *Ei/E0 = 5.8795885E-05
Equilibrium established after 5 iterations 08/07/26 01:20:09
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.58489E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
3824 t 3.3111E-01 dt 1.58E-05 write d3plot file 08/07/26 01:20:09
BEGIN implicit dynamics step 63 t= 3.3114E-01 08/07/26 01:20:10
============================================================
time = 3.31138E-01
current step size = 2.51189E-05
Iteration: 1 *|du|/|u| = 1.4513395E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.531E+04 exceeds prior maximum 2.994E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.4299406E-02 *Ei/E0 = 3.9838087E-01
Iteration: 3 *|du|/|u| = 6.7162369E-03 *Ei/E0 = 1.2332261E-02
Iteration: 4 *|du|/|u| = 5.9389733E-03 *Ei/E0 = 6.4658698E-03
Iteration: 5 *|du|/|u| = 9.5078467E-03 *Ei/E0 = 1.1595642E-02
Iteration: 6 *|du|/|u| = 2.4514656E-03 *Ei/E0 = 3.1942606E-03
Iteration: 7 *|du|/|u| = 5.3079284E-03 *Ei/E0 = 3.5165641E-03
Iteration: 8 *|du|/|u| = 4.3274958E-03 *Ei/E0 = 3.2554564E-03
Iteration: 9 *|du|/|u| = 3.8014376E-03 *Ei/E0 = 2.1912272E-03
Iteration: 10 *|du|/|u| = 3.4219615E-03 *Ei/E0 = 1.9830577E-03
Iteration: 11 *|du|/|u| = 3.4911719E-03 *Ei/E0 = 1.8954220E-03
Iteration: 12 *|du|/|u| = 2.7001770E-03 *Ei/E0 = 1.4465054E-03
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 2.2184803E-03 *Ei/E0 = 9.2368658E-04
Iteration: 14 *|du|/|u| = 2.2335364E-03 *Ei/E0 = 5.1017691E-04
Iteration: 15 *|du|/|u| = 1.2265797E-03 *Ei/E0 = 3.7741878E-04
Iteration: 16 *|du|/|u| = 1.4804134E-03 *Ei/E0 = 2.3341807E-04
Iteration: 17 *|du|/|u| = 3.2029438E-03 *Ei/E0 = 4.5599129E-04
Iteration: 18 *|du|/|u| = 1.5514132E-03 *Ei/E0 = 4.5682851E-04
Iteration: 19 *|du|/|u| = 1.9882074E-03 *Ei/E0 = 6.4787386E-04
Iteration: 20 *|du|/|u| = 1.7149661E-03 *Ei/E0 = 1.3085722E-03
Iteration: 21 *|du|/|u| = 3.2204545E-03 *Ei/E0 = 9.2450264E-04
Iteration: 22 *|du|/|u| = 1.4317557E-03 *Ei/E0 = 7.0613982E-04
Iteration: 23 *|du|/|u| = 9.9755350E-04 *Ei/E0 = 5.7961301E-04
Equilibrium established after 23 iterations 08/07/26 01:20:11
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 2.51189E-05 dt(new) = 1.25893E-05
------------------------------------------------------------
BEGIN implicit dynamics step 64 t= 3.3115E-01 08/07/26 01:20:11
============================================================
time = 3.31151E-01
current step size = 1.25893E-05
Iteration: 1 *|du|/|u| = 8.0626230E-02 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.486E+04 exceeds prior maximum 6.163E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 5.5954916E-03 *Ei/E0 = 1.4355420E-01
Iteration: 3 *|du|/|u| = 1.2838806E-03 *Ei/E0 = 7.9803607E-04
Iteration: 4 *|du|/|u| = 8.3651646E-04 *Ei/E0 = 2.5273907E-04
Equilibrium established after 4 iterations 08/07/26 01:20:11
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.25893E-05 dt(new) = 1.99526E-05
------------------------------------------------------------
BEGIN implicit dynamics step 65 t= 3.3117E-01 08/07/26 01:20:11
============================================================
time = 3.31171E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.1799516E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.552E+04 exceeds prior maximum 4.406E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 1.0003173E-02 *Ei/E0 = 3.7670655E-01
Iteration: 3 *|du|/|u| = 3.1631096E-03 *Ei/E0 = 6.5030996E-03
Iteration: 4 *|du|/|u| = 3.2700219E-03 *Ei/E0 = 2.9912447E-03
Iteration: 5 *|du|/|u| = 1.6743285E-03 *Ei/E0 = 1.8806870E-03
Iteration: 6 *|du|/|u| = 1.3900016E-03 *Ei/E0 = 8.3279354E-04
Iteration: 7 *|du|/|u| = 1.5289097E-03 *Ei/E0 = 5.9266965E-04
Iteration: 8 *|du|/|u| = 1.0773760E-03 *Ei/E0 = 5.2823528E-04
Iteration: 9 *|du|/|u| = 7.0494230E-04 *Ei/E0 = 2.4190643E-04
Equilibrium established after 9 iterations 08/07/26 01:20:12
BEGIN implicit dynamics step 66 t= 3.3119E-01 08/07/26 01:20:12
============================================================
time = 3.31191E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.1561187E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.784E+04 exceeds prior maximum 4.634E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 9.2550184E-03 *Ei/E0 = 3.5710975E-01
Iteration: 3 *|du|/|u| = 3.1772553E-03 *Ei/E0 = 5.8064564E-03
Iteration: 4 *|du|/|u| = 2.6539783E-03 *Ei/E0 = 2.5774875E-03
Iteration: 5 *|du|/|u| = 1.5549862E-03 *Ei/E0 = 1.3832051E-03
Iteration: 6 *|du|/|u| = 1.2587252E-03 *Ei/E0 = 5.4330402E-04
Iteration: 7 *|du|/|u| = 6.9999950E-04 *Ei/E0 = 2.8963300E-04
Equilibrium established after 7 iterations 08/07/26 01:20:12
BEGIN implicit dynamics step 67 t= 3.3121E-01 08/07/26 01:20:12
============================================================
time = 3.31211E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.1340512E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.006E+04 exceeds prior maximum 5.095E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 7.9033155E-03 *Ei/E0 = 2.6838969E-01
Iteration: 3 *|du|/|u| = 2.2065372E-03 *Ei/E0 = 2.2692249E-03
Iteration: 4 *|du|/|u| = 2.6008238E-03 *Ei/E0 = 1.2876983E-03
Iteration: 5 *|du|/|u| = 1.1946040E-03 *Ei/E0 = 8.9149949E-04
Iteration: 6 *|du|/|u| = 1.1740465E-03 *Ei/E0 = 3.8840022E-04
Iteration: 7 *|du|/|u| = 6.5523492E-04 *Ei/E0 = 2.8460690E-04
Equilibrium established after 7 iterations 08/07/26 01:20:13
3920 t 3.3121E-01 dt 2.00E-05 write d3plot file 08/07/26 01:20:13
BEGIN implicit dynamics step 68 t= 3.3123E-01 08/07/26 01:20:13
============================================================
time = 3.31231E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.1038233E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.984E+04 exceeds prior maximum 5.402E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 7.6639116E-03 *Ei/E0 = 2.3126533E-01
Iteration: 3 *|du|/|u| = 2.0845493E-03 *Ei/E0 = 3.5432983E-03
Iteration: 4 *|du|/|u| = 2.9077248E-03 *Ei/E0 = 2.0606162E-03
Iteration: 5 *|du|/|u| = 1.8011258E-03 *Ei/E0 = 1.3622844E-03
Iteration: 6 *|du|/|u| = 9.1429178E-04 *Ei/E0 = 7.0647310E-04
Equilibrium established after 6 iterations 08/07/26 01:20:13
BEGIN implicit dynamics step 69 t= 3.3125E-01 08/07/26 01:20:14
============================================================
time = 3.31250E-01
current step size = 1.99526E-05
Iteration: 1 *|du|/|u| = 1.0704855E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.596E+04 exceeds prior maximum 5.809E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 5.4680657E-03 *Ei/E0 = 1.1950642E-01
Iteration: 3 *|du|/|u| = 1.6353738E-03 *Ei/E0 = 1.3013655E-03
Iteration: 4 *|du|/|u| = 1.7658419E-03 *Ei/E0 = 7.8810193E-04
Iteration: 5 *|du|/|u| = 9.2800218E-04 *Ei/E0 = 4.2538818E-04
Equilibrium established after 5 iterations 08/07/26 01:20:14
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.99526E-05 dt(new) = 3.16228E-05
------------------------------------------------------------
BEGIN implicit dynamics step 70 t= 3.3128E-01 08/07/26 01:20:14
============================================================
time = 3.31282E-01
current step size = 3.16228E-05
Iteration: 1 *|du|/|u| = 1.6247700E-01 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.865E+04 exceeds prior maximum 4.183E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 4.6725544E-02 *Ei/E0 = 2.1950685E-01
Iteration: 3 *|du|/|u| = 1.0949032E-02 *Ei/E0 = 2.5682329E-02
Iteration: 4 *|du|/|u| = 6.0658717E-03 *Ei/E0 = 1.2902515E-02
Iteration: 5 *|du|/|u| = 9.9817247E-03 *Ei/E0 = 1.1485929E-02
Iteration: 6 *|du|/|u| = 7.3431746E-03 *Ei/E0 = 4.7733997E-03
Iteration: 7 *|du|/|u| = 3.7367713E-03 *Ei/E0 = 2.9868395E-03
Iteration: 8 *|du|/|u| = 5.8359036E-03 *Ei/E0 = 5.7289076E-03
Iteration: 9 *|du|/|u| = 4.1313845E-03 *Ei/E0 = 4.0794116E-03
Iteration: 10 *|du|/|u| = 6.9843994E-03 *Ei/E0 = 4.4029298E-03
Iteration: 11 *|du|/|u| = 6.8190222E-03 *Ei/E0 = 5.2540514E-03
Iteration: 12 *|du|/|u| = 4.1198374E-03 *Ei/E0 = 2.9985739E-03
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 *|du|/|u| = 3.3904432E-03 *Ei/E0 = 3.5264577E-03
Iteration: 14 *|du|/|u| = 4.0413348E-03 *Ei/E0 = 2.5312287E-03
Iteration: 15 *|du|/|u| = 3.2803726E-03 *Ei/E0 = 3.1345431E-03
Iteration: 16 *|du|/|u| = 2.2216916E-03 *Ei/E0 = 2.7738830E-03
Iteration: 17 *|du|/|u| = 3.8110389E-03 *Ei/E0 = 4.5598145E-03
Iteration: 18 *|du|/|u| = 2.9353215E-03 *Ei/E0 = 1.3176673E-03
Iteration: 19 *|du|/|u| = 2.7131734E-03 *Ei/E0 = 1.9158554E-03
Iteration: 20 *|du|/|u| = 1.7977340E-03 *Ei/E0 = 9.2046152E-04
Iteration: 21 *|du|/|u| = 1.3801381E-03 *Ei/E0 = 5.6118440E-04
Iteration: 22 *|du|/|u| = 1.0319702E-03 *Ei/E0 = 4.5473067E-04
Iteration: 23 *|du|/|u| = 6.2917979E-04 *Ei/E0 = 2.1829441E-04
Equilibrium established after 23 iterations 08/07/26 01:20:16
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.16228E-05 dt(new) = 1.58489E-05
------------------------------------------------------------
BEGIN implicit dynamics step 71 t= 3.3130E-01 08/07/26 01:20:16
============================================================
time = 3.31298E-01
current step size = 1.58489E-05
Iteration: 1 *|du|/|u| = 8.1458668E-02 *Ei/E0 = 1.0000000E+00
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.736E+04 exceeds prior maximum 8.328E+03
automatically REFORMING stiffness matrix...
Iteration: 2 *|du|/|u| = 3.4680031E-03 *Ei/E0 = 8.2554341E-02
Iteration: 3 *|du|/|u| = 9.0495564E-04 *Ei/E0 = 5.8857757E-04
Equilibrium established after 3 iterations 08/07/26 01:20:16
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.58489E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
BEGIN implicit dynamics step 72 t= 3.3132E-01 08/07/26 01:20:16
============================================================
time = 3.31323E-01
current step size = 2.51189E-05
Iteration: 1 *|du|/|u| = 1.3014460E-01 *Ei/E0 = 8.0250184E-04
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.921E+03 exceeds prior maximum 5.881E+03
automatically REFORMING stiffness matrix...
Contact algorithm rejected current iterate,
list of element pairs affected follows (at most 10):
Element # 290 vs 294
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 2.51189E-05 dt(new) = 1.16591E-05
------------------------------------------------------------
BEGIN implicit dynamics step 72 t= 3.3131E-01 08/07/26 01:20:17
============================================================
time = 3.31310E-01
current step size = 1.16591E-05
Contact algorithm rejected current iterate,
list of element pairs affected follows (at most 10):
Element # 290 vs 294
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.16591E-05 dt(new) = 1.00000E-05
------------------------------------------------------------
BEGIN implicit dynamics step 72 t= 3.3131E-01 08/07/26 01:20:17
============================================================
time = 3.31308E-01
current step size = 1.00000E-05
Iteration: 1 *|du|/|u| = 5.1104857E-02 *Ei/E0 = 1.0000000E+00
Iteration: 2 *|du|/|u| = 2.5482315E-03 *Ei/E0 = 1.5106050E-02
Contact algorithm rejected current iterate,
list of element pairs affected follows (at most 10):
Element # 290 vs 293
*** Error 60004 (IMP+4)
*********************************************************
* *
* - FATAL ERROR - *
* *
* Nonlinear solver failed to find equilibrium. *
* *
*********************************************************
Writing out last converged state for implicit.
4030 t 3.3130E-01 dt 0.00E+00 write d3plot file 08/07/26 01:20:17
E r r o r t e r m i n a t i o n 08/07/26 01:20:17
Memory required to complete solution (memory= 286K)
Minimum 48K on processor 1
Maximum 55K on processor 0
Average 52K
Matrix Assembly dynamically allocated memory
Maximum 957K
Additional dynamically allocated memory
Minimum 16M on processor 1
Maximum 17M on processor 0
Average 16M
Total allocated memory
Minimum 17M on processor 1
Maximum 18M on processor 0
Average 17M
T i m i n g i n f o r m a t i o n
CPU(seconds) %CPU Clock(seconds) %Clock
----------------------------------------------------------------
Keyword Processing ... 2.6151E-02 0.02 2.6205E-02 0.02
KW Reading ......... 5.5966E-03 0.00 5.5970E-03 0.00
MPP Decomposition .... 3.0881E-02 0.02 3.2370E-02 0.02
Init Proc .......... 1.9227E-02 0.02 2.0311E-02 0.02
Decomposition ...... 2.2858E-03 0.00 2.2860E-03 0.00
Translation ........ 9.2973E-03 0.01 9.7005E-03 0.01
Initialization ....... 3.9872E+00 3.16 7.8500E+00 6.00
Init Proc Phase 1 .. 1.5435E-02 0.01 1.6231E-02 0.01
Init Proc Phase 2 .. 5.7997E-03 0.00 7.0335E-03 0.01
Mortar Contact ..... 1.4860E-02 0.01 1.4859E-02 0.01
Element processing ... 2.3466E+01 18.62 2.3466E+01 17.93
Shells ............. 2.2793E+01 18.08 2.2792E+01 17.42
E Other ............ 4.3266E-02 0.03 4.3787E-02 0.03
Binary databases ..... 1.9878E-01 0.16 1.9876E-01 0.15
ASCII database ....... 1.3693E-02 0.01 1.3849E-02 0.01
Contact algorithm .... 4.3497E+01 34.51 4.3499E+01 33.24
Interf. ID 1 4.3440E+01 34.46 4.3442E+01 33.19
Rigid Bodies ......... 3.7262E-02 0.03 3.7300E-02 0.03
Force gather ....... 1.3420E-02 0.01 1.3284E-02 0.01
Kinematic Update ... 3.6534E-03 0.00 3.8215E-03 0.00
Implicit ............. 2.3588E-01 0.19 2.3782E-01 0.18
Implicit Nonlinear ... 1.6815E+01 13.34 1.7637E+01 13.48
Imp. NL force mod .. 1.4340E+01 11.38 1.4337E+01 10.95
Implicit Lin. Alg. ... 3.5977E+01 28.54 3.6104E+01 27.59
Imp. LA Mtx Assemb . 1.4515E+01 11.51 1.4514E+01 11.09
Imp. LA Factor ..... 1.9089E+01 15.14 1.9090E+01 14.59
Imp. LA Solve ...... 2.3289E+00 1.85 2.4543E+00 1.88
Time step size ....... 1.9401E-02 0.02 1.9716E-02 0.02
Time step Sharing .... 1.5014E+00 1.19 1.5012E+00 1.15
Others ............... 4.2082E-02 0.03 4.2535E-02 0.03
Force Sharing ........ 4.5368E-02 0.04 4.5121E-02 0.03
Misc. 1 .............. 6.0281E-02 0.05 6.2861E-02 0.05
Scale Masses ....... 3.3367E-02 0.03 3.3234E-02 0.03
Force Constraints .. 4.7522E-03 0.00 4.8930E-03 0.00
Misc. 3 .............. 1.6358E-03 0.00 1.6230E-03 0.00
Misc. 4 .............. 9.3587E-02 0.07 9.3713E-02 0.07
Timestep Init ...... 3.5369E-02 0.03 3.4776E-02 0.03
Apply Loads ........ 3.8182E-02 0.03 3.8364E-02 0.03
Compute exwork ..... 3.6858E-03 0.00 3.6900E-03 0.00
----------------------------------------------------------------
T o t a l s 1.2605E+02 100.00 1.3087E+02 100.00
Problem time = 3.3130E-01
Problem cycle = 4030
Total CPU time = 126 seconds ( 0 hours 2 minutes 6 seconds)
CPU time per zone cycle = 9407.475 nanoseconds
Clock time per zone cycle= 9190.278 nanoseconds
Parallel execution with 2 MPP proc
NLQ used/max 72/ 72
C P U T i m i n g i n f o r m a t i o n
Processor Hostname CPU/Avg_CPU CPU(seconds)
---------------------------------------------------------------------------
# 0 e52fdae19baa 0.96832 1.2209E+02
# 1 e52fdae19baa 1.03168 1.3008E+02
---------------------------------------------------------------------------
T o t a l s 2.5217E+02
Start time 08/07/2026 01:18:14
End time 08/07/2026 01:20:17
Elapsed time 123 seconds for 4030 cycles using 2 MPP procs
( 0 hour 2 minutes 3 seconds)
E r r o r t e r m i n a t i o n 08/07/26 01:20:17
4030 t 3.3130E-01 dt 0.00E+00 flush i/o buffers 08/07/26 01:20:17
--------------------------------------------------------------------------
Primary job terminated normally, but 1 process returned
a non-zero exit code. Per user-direction, the job has been aborted.
--------------------------------------------------------------------------
--------------------------------------------------------------------------
mpirun detected that one or more processes exited with non-zero status, thus causing
the job to be terminated. The first process to do so was:
Process name: [[6554,1],1]
Exit code: 3
--------------------------------------------------------------------------
--- d3hsp ---
***************************************************************
* ANSYS LEGAL NOTICES *
***************************************************************
* *
* Copyright 1971-2025 ANSYS, Inc. All rights reserved. *
* Unauthorized use, distribution or duplication is *
* prohibited. *
* *
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* subsidiaries in the United States or other countries. *
* See the ANSYS, Inc. online documentation or the ANSYS, Inc. *
* documentation CD or online help for the complete Legal *
* Notice. *
* *
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***************************************************************
Date: 08/07/2026 Time: 01:18:14
___________________________________________________
| |
| LS-DYNA, A Program for Nonlinear Dynamic |
| Analysis of Structures in Three Dimensions |
| Date : 10/01/2025 Time: 13:03:42 |
| Version : mpp d R16 |
| Revision: R16.1.1-20-g0c90cad538 |
| AnLicVer: 2025 R2 (20250506+dl-73-g4dde854) |
| |
| Features enabled in this version: |
| Distributed Memory Parallel |
| CESE CHEMISTRY EM ICFD STOCHASTIC_PARTICLES |
| FFTW (multi-dimensional FFTW Library) |
| ANSYSLIC enabled |
| Issued by : ANSYS |
| |
| Platform : OpenMPI 4.0.5 x86-64 |
| OS Level : Linux 3.10.0 uam |
| Compiler : Intel Fortran Compiler 19.0 SSE2 |
| Hostname : e52fdae19baa |
| Precision : Double precision (I8R8) |
| |
| Unauthorized use infringes Ansys Inc. copyrights |
|___________________________________________________|
Command line options: i=beer_can.k
memory=20m
Input file: beer_can.k
The native file format : 64-bit small endian
Memory size from command line: 20000000, 0
Memory size from command line: 20000000, 20000000
Memory for the head node
Memory installed (MB) : 32096
Memory available (MB) : 30127
******** notice ******** notice ******** notice ********
* *
* This is the LS-DYNA Finite Element code. *
* *
* Neither LST nor the authors assume any responsibility for *
* the validity, accuracy, or applicability of any results *
* obtained from this system. Users must verify their own *
* results. *
* *
* LST endeavors to make the LS-DYNA code as complete, *
* accurate and easy to use as possible. *
* Suggestions and comments are welcomed. Please report any *
* errors encountered in either the documentation or results *
* immediately to LST through your site focus. *
* *
* Copyright (C) 1990-2021 *
* by Livermore Software Technology, LLC *
* All rights reserved *
* *
******** notice ******** notice ******** notice ********
LSTC Environment Variables:
LSTC_LICENSE_SERVER=
LSTC_LICENSE=ansys
Beginning of keyword reader 08/07/26 01:18:14
08/07/26 01:18:14
Open include file: mesh.k
*********** end of pfile data **********
** ****** ********** *******
** ******* ********** ********
** ** ** ***
** ******* ** **
** ** ** ***
********* ******** ** ********
********* ****** ** ******
** ****** ******* ** ** * ** *****
** ******* ******** ** ** ** ** *******
** ** ** *** ** ** *** ** *** ***
** ** ** *** ** ** *** ** *** ***
** ** ** ** ** **** ** ** ** *********
** ** ** *** ** ** *** ** **
** ** ** *** ** ** *** ** **
********* ******* ******* ** ** ** ** **
********* ******* ****** ** ** * ** **
L I S T O F K E Y W O R D C O U N T S
total # of *AIRBAG_option.......................... 0
total # of *AIRBAG_CPG............................. 0
total # of *AIRBAG_INTERACTION..................... 0
total # of *AIRBAG_PARTICLE........................ 0
total # of *AIRBAG_REFERENCE_GEOMETRY.............. 0
total # of *AIRBAG_SHELL_REFERENCE_GEOMETRY........ 0
total # of *ALE_AMBIENT_HYDROSTATIC................ 0
total # of *ALE_BURN_SWITCH_MMG.................... 0
total # of *ALE_COUPLING_NODAL..................... 0
total # of *ALE_ELEMENT_POROSITY................... 0
total # of *ALE_FAIL_SWITCH_MMG.................... 0
total # of *ALE_FRAGMENTATION...................... 0
total # of *ALE_FSI_SWITCH_MMG..................... 0
total # of *ALE_INJECTION.......................... 0
total # of *ALE_MAPPING............................ 0
total # of *ALE_MAPPING_FROM_LAGRANGIAN............ 0
total # of *ALE_PRESCRIBED_MOTION.................. 0
total # of *ALE_REFERENCE_SYSTEM_GROUP............. 0
total # of *ALE_SWITCH_MMG......................... 0
total # of *ALE_MESH_INTERFACE..................... 0
total # of *ALE_STRUCTURED_MESH.................... 0
total # of *ALE_STRUCTURED_MESH_CONTROL_POINTS..... 0
total # of *ALE_STRUCTURED_MESH_MOVE............... 0
total # of *ALE_STRUCTURED_MESH_REFINE............. 0
total # of *ALE_STRUCTURED_MESH_TRIM............... 0
total # of *ALE_STRUCTURED_MULTI-MATERIAL_GROUP.... 0
total # of *ALE_STRUCTURED_MESH_VOLUME_FILLING..... 0
total # of *ALE_STRUCTURED_FSI..................... 0
total # of *BATTERY_ECHEM_CELL_GEOMETRY............ 0
total # of *BATTERY_ECHEM_CONTROL_SOLVER........... 0
total # of *BATTERY_ECHEM_INITIAL.................. 0
total # of *BATTERY_ECHEM_MAT_ANODE................ 0
total # of *BATTERY_ECHEM_MAT_CATHODE.............. 0
total # of *BATTERY_ECHEM_MAT_ELECTROLYTE.......... 0
total # of *BATTERY_ECHEM_THERMAL.................. 0
total # of *BOUNDARY_ACOUSTIC_COUPLING............. 0
total # of *BOUNDARY_ACOUSTIC_COUPLING_MISMATCH.... 0
total # of *BOUNDARY_ACOUSTIC_COUPLING_SPECTRAL.... 0
total # of *BOUNDARY_ACOUSTIC_MAPPING.............. 0
total # of *BOUNDARY_ACOUSTIC_COUPLING_DISSIPATIVE. 0
total # of *BOUNDARY_ACOUSTIC_COMPLEX.............. 0
total # of *BOUNDARY_ACOUSTIC_ENTRANT.............. 0
total # of *BOUNDARY_ACOUSTIC_INTERFACE............ 0
total # of *BOUNDARY_ACOUSTIC_MECHANICAL........... 0
total # of *BOUNDARY_ACOUSTIC_FREE_SURFACE......... 0
total # of *BOUNDARY_ACOUSTIC_NON_REFLECTING....... 0
total # of *BOUNDARY_ACOUSTIC_PRESCRIBED_MOTION.... 0
total # of *BOUNDARY_ACOUSTIC_PRESSURE_SPECTRAL.... 0
total # of *BOUNDARY_AEROHEATING_SEGMENT........... 0
total # of *BOUNDARY_ALE_MAPPING................... 0
total # of *BOUNDARY_ALE_MIXING_LENGTH............. 0
total # of *BOUNDARY_AMBIENT....................... 0
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total # of *BOUNDARY_CONVECTION_SET................ 0
total # of *BOUNDARY_TEMPERATURE_PERIODIC_SET...... 0
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total # of *BOUNDARY_DE_NON_REFLECTING............. 0
total # of *BOUNDARY_ELEMENT_METHOD_FLOW........... 0
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total # of *BOUNDARY_FIRE_SEGMENT.................. 0
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total # of *BOUNDARY_FLUX_SET...................... 0
total # of *BOUNDARY_FLUX_TRAJECTORY .............. 0
total # of *BOUNDARY_NON_REFLECTING................ 0
total # of *BOUNDARY_MCOL.......................... 0
total # of *BOUNDARY_PORE_FLUID ................... 0
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total # of *BOUNDARY_PRESCRIBED_FINAL_GEOMETRY..... 0
total # of *BOUNDARY_PRESCRIBED_MOTION_SET......... 0
total # of *BOUNDARY_PRESCRIBED_ORIENTATION........ 0
total # of *BOUNDARY_PRESCRIBED_ACCELEROMETER...... 0
total # of *BOUNDARY_PRESSURE_OUTFLOW_SEGMENT...... 0
total # of *BOUNDARY_PRESSURE_OUTFLOW_SET.......... 0
total # of *BOUNDARY_PWP_OPTION ................... 0
total # of *BOUNDARY_RADIATION_ENCLOSURE .......... 0
total # of *BOUNDARY_RADIATION_SEGMENT.(Type 1).... 0
total # of *BOUNDARY_RADIATION_SET................. 0
total # of *BOUNDARY_RADIATION_SEGMENT.(Type 2).... 0
total # of *BOUNDARY_RADIATION_SET.(Type 2)........ 0
total # of *BOUNDARY_SLIDING_PLANE................. 0
total # of *BOUNDARY_SOUND_ABSORBING_LAYER......... 0
total # of *BOUNDARY_SPC_NODE...................... 152
total # of *BOUNDARY_SPC_SET....................... 0
total # of *BOUNDARY_SPH_FLOW...................... 0
total # of *BOUNDARY_SPH_SYMMETRY_PLANE............ 0
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total # of *BOUNDARY_SPH_PERIODIC.................. 0
total # of *BOUNDARY_SPH_NOSLIP.................... 0
total # of *BOUNDARY_SYMMETRY_FAILURE.............. 0
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total # of *BOUNDARY_TEMPERATURE_SET............... 0
total # of *BOUNDARY_THERMAL_BULKFLOW_SET.......... 0
total # of *BOUNDARY_THERMAL_BULKFLOW_ELEMENT...... 0
total # of *BOUNDARY_THERMAL_BULKNODE.............. 0
total # of *BOUNDARY_THERMAL_WELD.................. 0
total # of *BOUNDARY_USA........................... 0
total # of *BOUNDARY_PZEPOT........................ 0
total # of *LOAD_PZECHARGE ........................ 0
total # of *CESE_BOUNDARY_AXISYMMETRIC_PART........ 0
total # of *CESE_BOUNDARY_AXISYMMETRIC_PART_SET.... 0
total # of *CESE_BOUNDARY_AXISYMMETRIC_SEGMENT..... 0
total # of *CESE_BOUNDARY_AXISYMMETRIC_SET......... 0
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total # of *CESE_BOUNDARY_CONJ_HEAT_PART_SET....... 0
total # of *CESE_BOUNDARY_CONJ_HEAT_SEGMENT........ 0
total # of *CESE_BOUNDARY_CONJ_HEAT_SET............ 0
total # of *CESE_BOUNDARY_CYCLIC_PART.............. 0
total # of *CESE_BOUNDARY_CYCLIC_PART_SET.......... 0
total # of *CESE_BOUNDARY_CYCLIC_SEGMENT........... 0
total # of *CESE_BOUNDARY_CYCLIC_SET............... 0
total # of *CESE_BOUNDARY_FSI_PART................. 0
total # of *CESE_BOUNDARY_FSI_PART_SET............. 0
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total # of *CESE_BOUNDARY_NON_REFLECTIVE_PART_SET.. 0
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total # of *CESE_BOUNDARY_NON_REFLECTIVE_SET....... 0
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total # of *CESE_BOUNDARY_PRESCRIBED_PART_SET...... 0
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total # of *CESE_BOUNDARY_REFLECTIVE_PART_SET...... 0
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total # of *CESE_BOUNDARY_SLIDING_SET.............. 0
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total # of *CESE_SURFACE_MECHSSID_D3PLOT........... 0
total # of *CESE_SURFACE_MECHVARS_D3PLOT........... 0
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total # of *CHEMISTRY_COMPOSITION.................. 0
total # of *CHEMISTRY_CONTROL_0D................... 0
total # of *CHEMISTRY_CONTROL_1D................... 0
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total # of *CHEMISTRY_CONTROL_FULL................. 0
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total # of *CHEMISTRY_CONTROL_ZND.................. 0
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total # of *CHEMISTRY_PATH......................... 0
total # of *COMPONENT_GEBOD........................ 0
total # of *COMPONENT_GEBOD_JOINT.................. 0
total # of *COMPONENT_HYBRIDIII.................... 0
total # of *COMPONENT_HYBRIDIII_JOINT.............. 0
total # of *CONSTRAINED_BEAM/SHELL_IN_SOLID........ 0
total # of *CONSTRAINED_BUTT_WELD.................. 0
total # of *CONSTRAINED_EXTRA_NODES................ 0
total # of *CONSTRAINED_EXTRA_NODES_SET............ 0
total # of *CONSTRAINED_GLOBAL..................... 0
total # of *CONSTRAINED_INTERPOLATION.............. 0
total # of *CONSTRAINED_JOINT_type................. 0
total # of *CONSTRAINED_JOINT_COOR_type............ 0
total # of *CONSTRAINED_JOINT_..._FAILURE.......... 0
total # of *CONSTRAINED_JOINT_USER_FORCE........... 0
total # of *CONSTRAINED_JOINT_STIFFNESS_type....... 0
total # of *CONSTRAINED_LAGRANGE_IN_SOLID.......... 0
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total # of *CONSTRAINED_LINEAR_LOCAL............... 0
total # of *CONSTRAINED_NODAL_RIGID_BODY_option.... 0
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total # of *CONSTRAINED_RIGID_BODY_STOPPERS........ 0
total # of *CONSTRAINED_SHELL-SOLID................ 0
total # of *CONSTRAINED_SPLINE..................... 0
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total # of *CONSTRAINED_SPR2/INTERPOLATION_SPOTWELD 0
total # of *CONSTRAINED_TIE-BREAK.................. 0
total # of *CONSTRAINED_TIE-NODE-FAILURE........... 0
total # of *CONTACT_option......................... 1
total # of *CONTACT_GEOMETRIC_option............... 0
total # of *CONTACT_GUIDED_CABLE................... 0
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total # of *CONTACT_2D_AUTOMATIC................... 0
total # of *CONTROL_ACOUSTIC....................... 0
total # of *CONTROL_ACOUSTIC_COUPLING.............. 0
total # of *CONTROL_ACOUSTIC_SPECTRAL.............. 0
total # of *CONTROL_ADAPTIVITY..................... 0
total # of *CONTROL_ADPOPT8_REGION................. 0
total # of *CONTROL_ALE...(see CARDs 25&26)........ 0
total # of *CONTROL_AIRBAG......................... 0
total # of *CONTROL_BULK_VISCOSITY................. 0
total # of *CONTROL_CHECK.......................... 0
total # of *CONTROL_CONTACT........................ 0
total # of *CONTROL_COUPLING....................... 0
total # of *CONTROL_CPG............................ 0
total # of *CONTROL_CPM............................ 0
total # of *CONTROL_CPU............................ 0
total # of *CONTROL_DYNAMIC_RELAXATION (DAMPING)... 0
total # of *CONTROL_EFG............................ 0
total # of *CONTROL_ENERGY......................... 0
total # of *CONTROL_EXPLOSIVE_SHADOW............... 0
total # of *CONTROL_FREQUENCY_DOMAIN............... 0
total # of *CONTROL_FREQUENCY_RESPONSE_FUNCTION.... 0
total # of *CONTROL_HOURGLASS...................... 0
total # of *MPP_option............................. 0
total # of *CONTROL_IMPLICIT_AUTO.................. 1
total # of *CONTROL_IMPLICIT_BUCKLE................ 0
total # of *CONTROL_IMPLICIT_CONSISTENT_MASS....... 0
total # of *CONTROL_IMPLICIT_DYNAMICS.............. 1
total # of *CONTROL_IMPLICIT_EIGENVALUE............ 0
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total # of *CONTROL_IMPLICIT_GENERAL............... 1
total # of *CONTROL_IMPLICIT_INERTIA_RELIEF........ 0
total # of *CONTROL_IMPLICIT_JOINTS................ 0
total # of *CONTROL_IMPLICIT_MODAL_DYNAMIC......... 0
total # of *CONTROL_IMPLICIT_MODAL_DYNAMIC_DAMPING. 0
total # of *CONTROL_IMPLICIT_MODAL_DYNAMIC_MODE.... 0
total # of *CONTROL_IMPLICIT_MODES................. 0
total # of *CONTROL_IMPLICIT_ORDERING.............. 0
total # of *CONTROL_IMPLICIT_RESIDUAL_VECTOR....... 0
total # of *CONTROL_IMPLICIT_ROTATIONAL_DYNAMICS... 0
total # of *CONTROL_IMPLICIT_SOLUTION.............. 1
total # of *CONTROL_IMPLICIT_SOLVER................ 0
total # of *CONTROL_IMPLICIT_STABILIZAION.......... 0
total # of *CONTROL_IMPLICIT_STATIC_CONDENSATION... 0
total # of *CONTROL_IMPLICIT_TERMINATION........... 0
total # of *CONTROL_IMPLICIT_UNWRAP................ 0
total # of *CONTROL_IMPLICIT_SSD_DIRECT............ 0
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total # of *CONTROL_PARALLEL....................... 0
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total # of *CONTROL_REFINE_ALE..................... 0
total # of *CONTROL_REFINE_ALE2D................... 0
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total # of *CONTROL_RIGID.......................... 0
total # of *CONTROL_SHELL.......................... 1
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total # of *CONTROL_SPH_INCOMPRESSIBLE............. 0
total # of *CONTROL_SUBCYCLE....................... 0
total # of *CONTROL_TERMINATION.................... 1
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total # of *CONTROL_VIBRO_ACOUSTIC................. 0
total # of *COUPLE_TO_OTHER_CODES.................. 0
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total # of *DAMPING_FREQUENCY_RANGE_DEFORM......... 0
total # of *DAMPING_GLOBAL......................... 0
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total # of *DATABASE_CABLE......................... 0
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total # of *DATABASE_DESTAT........................ 0
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total # of *DATABASE_FSI_SENSOR.................... 0
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total # of *DATABASE_ISPHHTC....................... 0
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total # of *DATABASE_MPGS.......... ............... 0
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total # of *DATABASE_BINARY_FSIFOR................. 0
total # of *DATABASE_BINARY_CPMFOR................. 0
total # of *DATABASE_BINARY_PBMFOR................. 0
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total # of *DATABASE_EXTENT_MOVIE ................. 0
total # of *DATABASE_EXTENT_MPGS................... 0
total # of *DATABASE_EXTENT_BINARY................. 1
total # of *DATABASE_EXTENT_BINARY_COMP............ 0
total # of *DATABASE_EXTENT_D3PART................. 0
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total # of *DATABASE_FREQUENCY_ASCII_option........ 0
total # of *DATABASE_FREQUENCY_BINARY_D3ACC........ 0
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total # of *DEFINE_DE_BOND......................... 0
total # of *DEFINE_DE_BOND_BY_PART................. 0
total # of *DEFINE_DE_HBOND........................ 0
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total # of *NODE_MERGE............................. 0
total # of *NODE_MERGE_TOLERANCE................... 0
total # of *PART_option card....................... 2
total # of *PART_ANNEAL_option..................... 0
total # of *PARTICLE_GENERAL....................... 0
total # of *RIGIDWALL_option....................... 0
total # of *SECTION_option......................... 2
total # of *SENSOR_CONTROL......................... 0
total # of *SENSOR_DEFINE ......................... 0
total # of *SENSOR_SWITCH ......................... 0
total # of *SET_2D_SEGMENT......................... 0
total # of *SET_BEAM............................... 0
total # of *SET_BOX ............................... 0
total # of *SET_DISCRETE........................... 0
total # of *SET_MODE............................... 0
total # of *SET_NODE_option........................ 0
total # of *SET_PART............................... 1
total # of *SET_POINT.............................. 0
total # of *SET_SEGMENT............................ 0
total # of *SET_SHELL_option....................... 0
total # of *SET_SOLID.............................. 0
total # of *SET_TSHELL............................. 0
total # of *STOCHASTIC_SPRAY_PARTICLES............. 0
total # of *STOCHASTIC_TBX_PARTICLES............... 0
total # of *TERMINATION_BODY....................... 0
total # of *TERMINATION_DELETED_SHELLS............. 0
total # of *TERMINATION_DELETED_SOLIDS............. 0
total # of *TERMINATION_NODE....................... 0
total # of *TERMINATION_CONTACT.................... 0
total # of *TITLE.................................. 0
total # of *USER_GET_HISTORY....................... 0
total # of *USER_INTERFACE_CONTROL................. 0
total # of *USER_INTERFACE_FRICTION................ 0
total # of *USER_INTERFACE_FORCES.................. 0
total # of *USER_INTERFACE_CONDUCTIVITY............ 0
total # of *USER_LOAD.............................. 0
total # of *USER_MATERIAL_VENDOR................... 0
total # of *USER_MATERIAL_LICENSE.................. 0
total # of *USER_NONLOCAL_SEARCH................... 0
total # of *USER_PARAMETER......................... 0
total # of *CHANGE_BOUNDARY_CONDITIONS............. 0
total # of *CHANGE_CONTACT_SMALL_PENETRATION....... 0
total # of *CHANGE_RIGID_BODY_CONSTRAINTS.......... 0
total # of *CHANGE_RIGID_BODY_INERTIA.............. 0
total # of *CHANGE_THERMAL_PARAMETERS.............. 0
total # of *CHANGE_VELOCITY_ZERO................... 0
total # of *CHANGE_VELOCITY_RIGID_BODY............. 0
total # of *DELETE_ALECPL.......................... 0
total # of *DELETE_CONTACT......................... 0
total # of *DELETE_CONTACT_2DAUTO.................. 0
total # of *DELETE_FSI............................. 0
total # of *DELETE_ENTITY.......................... 0
total # of *DELETE_ELEMENT_SOLID................... 0
total # of *DELETE_ELEMENT_BEAM.................... 0
total # of *DELETE_ELEMENT_SHELL................... 0
total # of *DELETE_ELEMENT_TSHELL.................. 0
total # of *DELETE_PART............................ 0
total # of *RIGID_DEFORMABLE_CONTROL............... 0
total # of *RIGID_DEFORMABLE_D2R................... 0
total # of *RIGID_DEFORMABLE_R2D................... 0
total # of *STRESS_INITIALIZATION.................. 0
Memory required to process keyword : 285640
Additional dynamic memory required : 2421751
MPP execution with 2 procs
LS-DYNA will perform a structural only analysis
code input version =1993
formats =mlarg
Implicit dynamics is now active
IMPLICIT CONTROL CARD 1. General Data
implicit/explicit switching flag .............. 1
eq.0: explicit analysis
eq.1: implicit analysis
eq.2: explicit, then seamless springback
eq.4: implicit with automatic implicit/explicit switching
eq.5: implicit with automatic implicit/explicit switching
with mandatory implicit finish
eq.6: explicit with intermittent eigenvalues
eq.-n: load curve n gives flag vs. time
initial time step for implicit solution ....... 0.1000E-01
lt.0: absolute value is time step,
negative principal stresses eliminated in
geometric (initial stress) stiffness
element formulation after switching ........... 2
eq.1: switch to fully integrated element
eq.2: retain element formulation
number of steps for nonlinear springback ...... 1
geometric (initial stress) stiffness flag ..... 2
lt.0: absolute value is part set for apply
eq.1: include
eq.2: ignore
consistent tangential stiffness flag .......... 0
eq.0: do not use
eq.1: use
displacement termination tolerance 1 .......... 0.0000E+00
eq.0: use time based termination (default)
displacement termination tolerance 2 .......... 0.0000E+00
eq.0: use time based termination (default)
zero out velocities when switching to implicit 0
eq.0: keep velocities (default)
eq.1: zero velocities
IMPLICIT CONTROL CARD 2. Solution
solution method ............................... 12
eq.-1:linear, multiple loading w/same stiffness
eq.1: linear
eq.2: nonlinear, BFGS updates
eq.3: nonlinear, Broydens updates
eq.4: nonlinear, DFP updates
eq.5: nonlinear, Davidon updates
eq.6: nonlinear, BFGS updates+arclength
eq.7: nonlinear, Broydens updates+arclength
eq.8: nonlinear, DFP updates+arclength
eq.9: nonlinear, Davidon updates+arclength
eq.12:nonlinear, BFGS updates+optional arclength
eq.13:nonlinear, JFNK (GMRES) updates
iteration limit per reformation ............... 11
reformation limit per step .................... 15
lt.0 implicit will declare convergence after
|maxref| matrix reformations
displacement convergence tolerance ............ 0.1000E-02
lt.0 -(curve ID) defining tolerance w.r.t. time
energy convergence tolerance .................. 0.1000E-01
lt.0 -(curve ID) defining tolerance w.r.t. time
residual convergence tolerance ................ 0.1000E+11
lt.0 -(curve ID) defining tolerance w.r.t. time
line search convergence tolerance ............. 0.9000E+00
absolute convergence tolerance ................ 0.1000E-09
displacement norm ............................. 2
eq.1: increment vs. total this step
eq.2: increment vs. total whole simulation
divergence flag ............................... 1
eq.1: reform stiffness if residual grows
eq.2: ignore growing residual
initial stiffness interval .................... 1
eq.1: form new stiffness each step
eq.n: new stiffness every n steps
nonlinear solver print flag ................... 2
eq.0: defaults to same as 1
eq.1: print iteration info to screen, files
eq.2: extra iteration info to d3hsp and messag
eq.3: all iteration info to d3hsp and messag
IMPLICIT CONTROL CARD 2a. Solution
convergence norms ............................. 2
lt.0: defaults to 4 but scales rotations
with characteristic length
eq.1: use translational and rotational DOFs
eq.2: use only translational DOFs
eq.4: use translational plus rotational DOFs
d3iter control ................................ 0
eq.0: use sense switch control (default)
eq.n: write d3iter database every time step
but rewind every n-th time step
line search method ............................ 4
eq.1: based on translational dofs (default)
eq.2: based on residual function
eq.3: based on translational+rotational dofs
line search direction ......................... 2
eq.1: traditional form (ls970 and earlier)
eq.2: search only independent dofs (default)
eq.3: adaptive line search (experimental)
eq.4: curved line search (experimental)
experimental line search parameters ...........
curvature factor 0-straight,1-full curved 0.0000E+00
radius of influence (curved search) 0.0000E+00
adaptive line search weight (0. to 1.) 0.0000E+00
init. step reduction (0. to 1.,adaptive) 0.0000E+00
contact penetration check ..................... 0
eq.0: no checking (default)
eq.1: check for contact penetration
IMPLICIT CONTROL CARD 2b. Joints
implicit treatment for spherical joint ........ 0
eq.1: constraint formulation (DEFAULT)
eq.2: penalty formulation
implicit treatment for revolute joint ......... 0
eq.1: constraint formulation (DEFAULT)
eq.2: penalty formulation
implicit treatment for cylindrical joint ...... 0
eq.1: constraint formulation (DEFAULT)
eq.2: penalty formulation
IMPLICIT CONTROL CARD 3. Linear Solver
linear equation solver ........................ 7
eq. 2: sparse direct with dynamic memory
eq. 7: F90 interface for sparse direct with
dynamic memory.
eq.22: iterative, C.G. with Diagonal Precond
eq.23: iterative, C.G. with Sym GS Precond
eq.24: iterative, C.G. with SSOR Precond
eq.25: iterative, C.G. with ILDLT Precond
eq.26: iterative, C.G. with ILDLT w/extra fill
eq.30: Mumps
eq.90: User Supplied Linear Equation Solver
linear solver print flag ...................... 0
eq.0: no printing
eq.1: small amount of summary statistics
eq.2: additional statistics
eq.3: debug level recommended only for problem-debugging
negative eigenvalue option .................... 2
eq.1: retry step if negative eigenvalue
eq.2: ignore negative eigenvalues
sparse ordering option ........................ 0
eq.0: ordering chosen by LS-DYNA
eq.1: order with Multiple Minimum Degree
eq.2: order with METIS
eq.3: order with ParMETIS
eq.4: order with LS-GPart
drilling rotation constraint method ........... 4
eq.1: add additional stiffness
eq.3: no constraint method
eq.4: add force and stiffness
drilling rotation constraint parameter ........ 1.0000E+00
AUTOSPC control switch ........................ 1
eq.1: AUTOSPC on
eq.2: AUTOSPC off
AUTOSPC tolerance ............................. 1.0000E-08
matrix assembly method ........................ 2
eq.2: use LCPACK (default)
eq.3: use LCPACK w/nonsymmetric
matrix dumping flag ........................... 0
user requested number of Metis executions ..... 0
matrix reordering reuse parameter ............. 0.0000E+00
IMPLICIT CONTROL CARD 4. Auto Time Step Control
time step control method ...................... 1
eq.0: fixed (constant) time step size
eq.1: variable automatic time step size
eq.2: variable automatic time step size with
max step limited by thermal time step
lt.0: time step size specified by load curve
target iteration count ........................ 11
iteration window .............................. 5
minimum allowable step size ................... 0.1000E-04
maximum allowable step size ................... 0.1000E-01
eq.0: max. allowed step size is 10*initial step size
gt.0: maximum allowed step size
lt.0: -(curve ID) for max. allowed step size
time interval to run explicit when switching 0.0000E+00
lt.0: -(curve ID) for time interval
no. of failed steps before switching .......... 1
min. no. of explicit steps after switching .... 0
artificial stabilization flag ................. 2
eq.1: on ('springback' analysis DEFAULT)
eq.2: off ('standard' analysis DEFAULT)
scale factor for artificial stabilization ..... 0.1000E+01
start time for artificial stabilization ....... 0.0000E+00
eq.0.0: immediately
end time for artificial stabilization ......... 0.0000E+00
eq.0.0: termination time
IMPLICIT CONTROL CARD 5. Dynamic and Eigenvalue
implicit dynamic flag ......................... 1
eq.0: implicit static
eq.1: implicit dynamic
eq.2: modal superposition (eigenvalue analysis)
eq.3: modal superposition using d3eigv file
first Newmark parameter (default=.50) ........ 0.6000E+00
second Newmark parameter (default=.25) ........ 0.3800E+00
number of eigenvalues to extract .............. 0
lt.0: -(curve ID) for intermittent extraction
eigenvalue frequency shift .................... 0.0000E+00
number of constraint modes to extract ......... 0
number of attachment modes to extract ......... 0
number of eigen modes to extract ......... 0
buckling mode flag ............................ 0
eq.0: compute eigenvalues
eq.1: compute buckling modes
buckling eigenmethod .......................... 1
eq.1: Lanczos (default)
eq.2: Power Method (reqd for inertia relief)
inertia relief computation flag ............... 0
eq.0: do not perform inertia relief computation
eq.1: perform inertia relief computation impl/expl
eq.2: perform inertia relief computation impl only
inertia relief mode threshold ................. 0.0000E+00
Eigenvector Dumping Flag ...................... 0
Modal Stress Recovering Scaling Parameter ..... 0.1000E-02
Accuracy Control for output to file eigout .... 0
eq.0: use default of e15.6
ge.1: use e25.16
Flag for optional eigenvalue control card ..... 2
eq.0: no card - use defaults
ge.1: next cards specifies additional parameters
Optional time integration parameter for composite
time integration scheme ....................... 0.0000E+00
eq. 0: no composite scheme
gt. 0: value is alpha in Bathe scheme
gt.-1: value is alpha in HHT scheme
le.-1: absolute value is number of sets in FRD scheme,
details reported elsewhere
IMPLICIT CONTROL CARD 5a. Eigenvalue (Optional)
left end point finite flag .................... 0
eq.0: left end point is negative infinity
(DEFAULT)
eq.1: left end point is given by LFTEND
left end point (LFTEND) ....................... 0.0000E+00
right end point finite flag ................... 0
eq.0: right end point is positive infinity
(DEFAULT)
eq.1: right end point is given by RHTEND
right end point (RHTEND) ...................... 0.0000E+00
eigenvalue extraction method .................. 0
eq.2: block shift and invert lanczos
(DEFAULT)
eq.3: lanczos, [M] = [I] (for debugging only)
eq.4: lanczos, buckling
eq.5: lanczos, add dynamic terms to K, [M] = [I]
eq.6: lanczos, add dynamic terms to K with usual M
eq.101: mcms
eq.102: lobpcg
user specified initial shift .................. 0.0000E+00
eq.0.0: initial shift selected internally
compute stresses for mode ..................... 0
eq.0: do not compute
IMPLICIT CONTROL CARD 5b & 5c Dynamics (Optional)
implicit dynamics birth time .................. 0.0000E+00
implicit dynamics death time .................. 0.1000E+29
implicit dynamics burial time ................. 0.1000E+29
implicit dynamics rate effects switch ......... 0
lt.0: rate effects on (in constitutive models)
including implicit statics
eq.0: rate effects on (in constitutive models)
excluding implicit statics
eq.1: rate effects off (in constitutive models)
eq.2: rate effects off (in constitutive models)
for both explicit and implicit
override solid element type ................... 0
override beam element type .................... 0
override shell element type ................... 0
override thick shell element type ............. 0
IMPLICIT CONTROL CARD 6. Arc Length
node controlling arc length method ............ 0
eq.0: generalized arc length method
direction controlling arc length method ....... 0
arc length size .............................. 0.0000E+00
eq.0: chosen from initial stepsize
arc length formulation ........................ 1
eq.1: Crisfield (generalized arc length only)
eq.2: Ramm
eq.3: Modified Crisfield
(used with nonlinear solution method 12 only)
arc length damping option ..................... 2
eq.1: on
eq.2: off
psi, influence of load/time parameter in
predictor step................................. 0.0000E+00
alpha, influence of predictor step on
cylindrical center in corrector steps.......... 0.0000E+00
time when arclength is first initiated......... 0.0000E+00
IMPLICIT Residual Vector Controls
on/off flag ................................... 0
eq.0: Implicit Residual Vector off (DEFAULT)
eq.0: Implicit Residual Vector active
IMPLICIT FRF Controls
on/off flag ................................... 0
eq.0: Implicit FRF off (DEFAULT)
eq.0: Implicit FRF active
IMPLICIT Adams Mode Neutral File Control
on/off flag ................................... 0
eq.0: No output to Adams MNF database (DEFAULT)
eq.0: Output eigenvector data to MNF database
c o n t r o l i n f o r m a t i o n
CONTROL CARD 1. Model Size-General
number of materials or property sets........... 2
number of nodal+scalar points.................. 3437
number of merged nodal points.................. 0
number of solid elements....................... 0
number of beam elements........................ 0
number of shell elements....................... 3320
number of thick shell elements................. 0
number of user defined material subroutines.... 0
number of material groups tied to solids....... 0
number of tracer particles..................... 0
number of super elements....................... 0
number of solid tetrahedrons with 10 nodes..... 0
number of quadratic shell elements............. 0
number of shells with extra degrees of freedom. 0
number of solids with extra degrees of freedom. 0
number of user defined sections................ 0
activate sensor capability (inactive=0)........ 0
number of user defined solid element types..... 0
number of solid interpolation elements......... 0
number of user defined shell element types..... 0
number of shell interpolation elements......... 0
number of constrained nodes for interpolation.. 0
consistent mass matrix for user-def elements... 0
number of shell nurbs patches.................. 0
number of solid nurbs patches.................. 0
number of tree branches........................ 0
CONTROL CARD 2. Model Size-Boundary Conditions
number of spc nodes............................ 152
number of spc coordinates...................... 0
number of velocity cards....................... 0
number of non-reflecting boundary segments..... 0
number of b. c. cards.......................... 0
number of b. c. cards with failure............. 0
number of box definition for b. c. card........ 0
number of nodes/interface for cyclic symmetry.. 0
number of rigid bodies with attachment nodes... 0
CONTROL CARD 3. Model Size-Loading
number of load curves.......................... 1
number of nodes for load curve functions....... 0
number of curves for entities.................. 0
number of concentrated load cards.............. 76
number of pressure load cards.................. 0
number of expansion pressure load cards........ 0
number of nonuniform pressure loads-4 nodes.... 0
number of nonuniform pressure loads-6 nodes.... 0
number of nonuniform pressure loads-8 nodes.... 0
number of generalized body force sets.......... 0
number of beam pressure card definitions....... 0
number of detonation points.................... 0
number of zones for momentum deposition........ 0
number of points in density vs. depth curve.... 0
number of outflow boundary segments............ 0
number of load curve feedback sets............. 0
number of pressure load sets with masks........ 0
number of spray systems ....................... 0
number of initial stress by cross-sections sets 0
number of pressure load sets................... 0
number of ground motion definitions............ 0
number of ground motions specified at nodes.... 0
number of ground motions specified at points... 0
number of ground motions specified in bin file. 0
number of segsets with specified ground motion. 0
number of soil-structure interfaces for output. 0
number of aero-acoustic load cards............. 0
number of delayed curve........................ 0
number of pid controller....................... 0
CONTROL CARD 4. Model Size-Constraints and Contact
number of rigid wall definitions............... 0
number of number of contact definitions........ 1
number of number of guided cable contacts...... 0
number of shell-solid interfaces............... 0
number of tie-breaking slide lines............. 0
number of blocks of tied nodes with fracture .. 0
number of tied nodal pairs for linking......... 0
number of constraint cards..................... 0
number of linear constraint equations.......... 0
number of 1d slidelines........................ 0
number of adaptive constraints................. 0
number of ALE smoothing constraints............ 0
number of 2d slidelines........................ 0
number of 2d automatic contacts................ 0
number of part IDs for interior contact........ 0
number of beam release sets.................... 0
max. number of nodes in any beam release set... 0
flag for tying nodes in the direction of
their outward normals.......................... 0
eq.0: off
eq.1: on (mpp non-groupable only)
CONTROL CARD 5. Model Size-Rigid Body Parameters
number of rigid body constraint sets........... 0
number of rigid body merge cards............... 0
number of joint constraints.................... 0
number of joint failure definitions............ 0
number of joint user force definitions......... 0
number of extra node blocks.................... 0
number of rigid body inertia definitions....... 0
number of geometric contact entities........... 0
number of joint stiffness definitions.......... 0
number of rigid body stoppers.................. 0
joint formulation for rigid bodies............. 0
eq.0: penalty
eq.1: lagrange multiplier
generalized stiffness angle update ............ 3
eq.0: incremental formulation
eq.1: total formulation
number of flexible bodies...................... 0
lt.0: stress recovery active
number of relative damping definitions......... 0
flag for reading rigid surface contact input... 0
eq.0: no rigid surface contact
eq.1: read rigid surface input
number of Hybrid III dummies .................. 0
number of Hybrid III joint modifications ...... 0
number of interpolation constraints ........... 0
flag for metalforming fast rigid bodies........ 0
eq.0: full rigid body treatment
eq.1: fast rigid body treatment
number of prescribed rigid body orientations 0
CONTROL CARD 6. Model Size-Discrete Elements & Seat Belts
number of spring-damper material types......... 0
number of local coordinate systems............. 0
number of discrete springs and dampers......... 0
number of lumped masses........................ 0
number of parts with added mass................ 0
number of nodes with mass matrix............... 0
number of seat belt materials.................. 0
number of seat belt elements................... 0
number of 2d seat belt elements................ 0
number of slip rings........................... 0
number of retractors........................... 0
number of sensors.............................. 0
number of pretensioners........................ 0
number of accelerometers....................... 0
number of discrete rotary inertias............. 0
number of SPH particles........................ 0
number of groups of SPH particles.............. 0
CONTROL CARD 7. Model Size-Output Control
number of cross section definitions............ 0
number of nodal groups for resultant forces.... 0
number of interface segments for linking....... 0
max. number of segments defining rigid wall.... 0
number of power spectrum density databases..... 0
CONTROL CARD 8. Computation Options-Termination
termination time............................... 0.1000E+01
termination cycle.............................. 0
reduction factor for minimum time step (TSMIN). 0.0000E+00
percent change in energy ratio for termination. 0.0000E+00
percent change in total mass for termination... 0.1000E+09
number of nodes for displacement termination... 0
number of rigid bodies for disp. termination... 0
number of conditions for contact termination... 0
number of conditions for ldcurve termination... 0
ID of sensor_switch for sensor termination... 0
CONTROL CARD 8a. Computation Options-Start
start time..................................... 0.0000E+00
CONTROL CARD 9. Computation Options-Time Step Size
initial time step size......................... 0.0000E+00
time step scale factor......................... 0.9000E+00
lt.0: -curve number for time step scale factor
time step size calculation for 4-node shells... 0
eq.0: based on longest element side
eq.1: based on longest element diagonal
eq.2: based on bar wave speed max side
eq.3: based on optimal time step size
estimator
shell element minimum time step assignment..... 0.0000E+00
time step size for mass scaled solution, dt2ms. -0.1000E-15
lt.0: minimum time step size permitted
load curve number for maximum timestep......... 0
erosion/termination flag for element dt < TSMIN 0
beam elements.............................. not active
shell elements............................. not active
solid and tshell elements.................. not active
solid element time step calculation option, IHDO 0
eq.0: default method
eq.1: method to improve time step continuity
option part set ID for eroding solids.......... 0
eq.0: all solids and thick shells are checked
if ERODE=1 and TSMIN>0 or if TSMIN<0
gt.0: solids within part set are checked
limit mass scaling to the first time step...... 0
eq.0: no
eq.1: yes
scale factor on initial dt to determine dt2ms.. 0.0000E+00
load curve ID for mass scaling ................ 0
flag for selective mass scaling................ 0
eq.0: off
eq.1: on
eq.2: on for part subset
consistent constraint logical switch........... F
flag for part set for erosion ................. 0
eq.0: no
eq.1: yes
flag for accounting for rotations in sms....... 0.0000E+00
eq.0.: off (default)
gt.0.: on
implicit_explicit_hybrid part set.............. 0
fraction of added mass contributing to gravity. 0.0000E+00
consistent mass scaling (0=off, 1=on).......... 1
user defined average nodal rotational mass .... 0.0000E+00
IGA element time step calculation option, IGADO 0
eq.0: default method - conservative
eq.1: account for inner-patch continuity
user defined time step ........................ 0.0000E+00
time step dynamic viscosity control, DTDYNV ... 0
eq.0: do not account for dynamic viscosity
eq.1: account for dynamic viscosity
CONTROL CARD 10. Computation Options-Loading
x-ground acceleration.......................... 0
eq.0: no
eq.1: yes
y-ground acceleration.......................... 0
eq.0: no
eq.1: yes
z-ground acceleration.......................... 0
eq.0: no
eq.1: yes
x-angular velocity............................. 0
eq.0: no
eq.1: yes
y-angular velocity............................. 0
eq.0: no
eq.1: yes
z-angular velocity............................. 0
eq.0: no
eq.1: yes
number of materials receiving body forces...... 0
eq.0: all
eq.n: subset of n materials
flag for user defined loading subroutine....... 0
lt.0: magnitude=# of input constants
eq.0: no
eq.1: yes, but no additional input
explosive initiation option.................... 0
eq.0: lighting times based on distance
eq.1: lighting times include geometric
effects for wave shapers, etc.
sub-sea structural analysis option............. 0
eq.0: off
eq.1: on with 1 point integration
eq.4: on with 4 point integration
contact pressure calculation option............ 0
eq.0: off (default)
eq.1: on
# of user defined loading set.................. 0
CONTROL CARD 11. Computation Options-Input Control
initialization of velocities................... 0
eq.0: velocities are initialized to zero
eq.1: initial velocities are read in
eq.2: all velocities have same input value
eq.3: as 2 but exempted nodes are defined
eq.4: box option
eq.5: generation with arbitrary numbering
eq.6: rotational and translational via IDs
eq.7: option 6 but applied during calculation
time to apply initial velocites (option 7)..... 0.0000E+00
arbitrary node and element numbering flag ..... 1
constitute, eqs-of-state, cross-section option. 0
eq.0: off
eq.1: separate input is required for each
specified nodal coordinate format.............. e20.0
flag for thermodynamic control volume input.... 0
overpressure option (eq.0 no, eq.1 yes)....... 0
number of part (de) activation sensors......... 0
number of rigid body initial velocity sets..... 0
jacobian tolerance for type 16 tetrahedron..... 0.0000E+00
flag to check for NaN in force/moment arrays... 0
maximum LCINT (curve discretization inc.)...... 100
load curve accuracy flag....................... 0
cycles between evaluation of curve functions... 1
no-copy option for history variables........... 0
curve performance flag (CRVP).................. 0
input sorting flag (SRTFLG).................... 0
CONTROL CARD 12. Computation Options-Elements
warped shell angle in deg. for error message... 0.2000E+02
iterative plane stress plasticity for shells... 1
eq.1: vectorized with three iterates
eq.2: nonvectorized iterations as needed
eq.3: noniterative radial return
Calculation option for F for solid elements.... 0
eq.0: default, explicit=1, implicit=2
eq.1: integrate incrementally
eq.2: compute directly
flag for automatic sorting .................... 1
eq. 1: on for triangular shells
eq.11: on for triangular shells and solids
eq.10: on for solids (tets and pentas)
formulation for sorted degenerate tet/pent..... 0
eq. 0: no sorting required(default)
eq. 1: type 10 tet & type 15 pent
eq. 2: type 10 tet, 1pt pent to type 15 pent,
fully intg pent to type 115 pent
eq. 3: same as 1 & switch elem in messag file
eq. 4: same as 2 & switch elem in messag file
formulation for sorted trianglar shells ....... 2
eq. 0: no sorting required(default)
eq. 1: C0 triangle, type 4
eq. 2: DKT triangle type 17
hughes-liu normal computation options.......... -1
eq.-2: unique nodal fibers
eq.-1: compute normals each cycle
eq.0 : default set to -1
eq.1 : compute on restart
eq.n : compute on restart + each nth cycle
choice of type 10/13 solid implementation...... 0
eq.0 : 10(efficient) 13(accurate) (default)
eq.1 : 10(accurate) 13(accurate)
eq.2 : 10(efficient) 13(efficient)
choice of type 13 solid implementation......... 1
eq.0 : efficient version (default)
eq.1 : slower but more accurate version
rotary inertia for solid nodes, if required ... 0
eq.0 : global average (default)
eq.1 : element based
cohesive element quality check ................ 0
eq.0 : error due to bad quality (default)
eq.1 : only warning
eq.2 : warning and deletion of bad elements
thickness modification for membrane strains.... 0
eq.0: no
eq.1: 4-node shell only
eq.2: 8-node thick shell types 1 & 2
eq.3: update both 4 & 8 node thickness
eq.4: same as option 1 but the elastic
strains are neglected
shell part set ID (pids) for thickness update. 0
lt.0: exclude pids if update option is active
eq.0: include all if update option is active
gt.0: include pids if update option is active
shell part set ID where type 4 update applies 0
shell formulation basis........................ -16
eq. 1: hughes-liu
eq. 2: belytschko-tsay
eq. 3: bciz
eq. 4: c0-triangular element
eq. 5: membrane element
eq. 6: s/r hughes-liu
eq. 7: s/r co-rotational hughes-liu
eq. 8: belytschko-leviathan shell
eq. 9: fully integrated membrane
eq. 10: belytschko-wong-chiang
eq. 11: fast hughes-liu
eq. 12: 2d plane stress
eq. 13: 2d plane strain
eq. 14: 2d axisymmetric (area wgt)
eq. 15: 2d axisymmetric (volume wgt)
eq. 16: fully integrated element
eq. 17: dkt element
eq. 18: dkq-dkt linear element
eq. 20: assumed strain linear element
eq. 21: assumed strain linear element(5DOF)
eq. 22: linear shear panel element(3DOF)
eq. 23: 8-node quadratic quadrilateral shell
eq. 24: 6-node quadratic triangular shell
eq. 25: belytschko-tsay with
thickness stretch
eq. 26: fully integrated element with
thickness stretch
eq. 27: c0-triangular element with
thickness stretch
eq. 29: cohesive element for shell
edge-to-edge connections
eq. -29: cohesive element with midlayer
coordinate system for pure shear
eq. 31: 2-d 1-pt. eulerian n-s
eq. 32: 2-d 4-pt. eulerian n-s
eq. 33: 2-d cvfem eulerian n-s
eq. 41: meshfree shell local projection
eq. 42: meshfree shell global projection
eq. 43: meshfree plane strain
eq. 44: meshfree axisymmetric solid
eq. 46: cohesive element compatible with 2d
plane stress, plane strain, or
area-weighted axisymmetric elements
eq. 47: cohesive element compatible with 2d
volume-weighted axisymmetric elements
eq. 98: interpolation shell element
for IGA-SHELLs
eq. -98: interpolation shell element
for IGA-SOLIDs
eq. 99: elastic vibration element
eq. 201: isogeometric nurbs element
ge.1000: user defined (generalized) shell
# of user specified beam integration rules..... 0
max number of integration points reqd (beams) . 0
# of user specified shell integration rules.... 0
max number of integration points reqd (shells). 0
warping stiffness for Belytschko-Tsay shells... 2
eq.1: Belytschko-Wong-Chiang modification
eq.2: original Belytschko-Tsay
projection method for warping stiffness........ 0
eq.0: drill
eq.1: full
reference configuration ....................... 0
eq. 0: no
eq. 1: yes, active for all airbags
eq. 2: yes, reference geometry Dt
eq.10: yes, active for foam elements
eq.11: options 1 and 10 active
eq.12: options 2 and 10 active
contact reference configuration ............... 0
eq. 0: no
eq. n: n number of reference nodes
invariant node numbering ...................... 1
eq.-4 on for both shell and solid elements
except triangular shells
eq.-2 on for shell elements except
triangular shells
eq. 1 off (default)
eq. 2 on for all shell elements
eq. 3 on for solid elements with
anisotropic material
eq. 4 on for all shell elements and solid
elements with anisotropic material
activation time for reference geometry ........ 0.0000E+00
scale factor for shell rotary mass ............ 0.1000E+01
scale factor for shell rotary added mass ...... 0.1000E+01
integration for shell through thickness ....... 1
eq.0: Gauss
eq.1: Lobatto
use laminated shell theory for material ....... 0
types 22, 54, 55, and 76:
eq.0: no
eq.1: yes for thin shell material types
22, 54, 55, or 76
eq.3: yes for all thin shell anisotropic
materials or mixed materials
eq.4: yes for all thick shell anisotropic
materials or mixed materials
eq.5: yes for thick and thin shells
number of annealed parts ....................... 0
number of new part IDs for COMPOSITE option..... 0
flag for shell offset vectors ................. 0
eq. 0: off
eq. 1: on
flag to reduce time step for shell offsets .... 0
eq. 0: reduction depending on offset
eq. 1: no reduction
flag for offset shell contact surface ......... 0
eq. 0: off
eq. 1: on
eq. 2: on, but use contact thickness
eq. 3: on with corner correction
eq. 4: on with corner correction,
but use contact thickness
number of point constraints between shells .... 0
flag for input of beam orientation vectors .... 0
flag for input of beam offset vectors ......... 0
flag for input of beam warpage scalar nodes.... 0
flag for 12-node shell for thermal ............ 0
local shell coordinate system in type 6 shell.. 1
eq. 0: uniform local coordinate system
eq. 1: variable local coordinate system
Jacobian check on 1 point shells............... 0
eq. 0: off
eq. 1: on -delete distorted element
eq. 2: on -terminate
eq. n: terminate when n elements are deleted
Jacobian check on 4 point shells............... 1
eq. 0: off
eq. 1: on -delete distorted element
eq. 2: on -terminate
eq. n: terminate when n elements are deleted
part set ID for Jacobian checks................ 0
keep contact segment related to failed shell... 0
eq. 0: off
eq. 1: on
delete free-free shells in Jacobian checks..... 0
eq. 0: off
eq. 1: on
part set ID for drill constraint force ........ 0
scale factor for drill constraint force ....... 0.00000000E+00
method for drill constraint force ............. 0
eq. 0: generalized drill strain, node based
eq. 1: spin tensor, element based
w mode deletion angle in degrees .............. 0.0000E+00
stretch ratio deletion (l/l0) ................. 0.0000E+00
flag for error exit in case of unwanted
interpolation of inital stresses .............. 0
number of shell part IDs for termination...... 0
eq. 0: inactive
gt. 0: # part IDs where # failed are defined
number of solid part IDs for termination...... 0
eq. 0: inactive
gt. 0: # part IDs where # failed are defined
integration rule for quadratic tetrahedrons.... 4
eq. 4: 4 point integration formula
eq. 5: 5 point integration formula
integration rule for quadratic shells.......... 3
eq. 2: 2x2 integration in plane
eq. 3: 3x3 integration in plane
stress output for solid element spotwelds...... 0
eq. 1: global (default)
eq. 2: local
# of solid elements with death times........... 0
# of beam elements with death times........... 0
# of shell elements with death times........... 0
# of thick shell elements with death times..... 0
# of box definitions for element deletion...... 0
# of parts to be annealed...................... 0
flag for input of elbow extra scalar nodes..... 0
flag for material stochastic variations........ 0
number of tailor welded blanks ................ 0
number of heat affected zone property sets..... 0
flag for loading segments with file option..... 0
flag for loading segments FSI link file........ 0
number of solid elements with initial stress .. 0
number of sph elements with initial stress .. 0
number of beam elements with initial stress .. 0
number of shell elements with initial stress .. 0
number of shell elements with initial strain .. 0
number of iso-shell elms with initial stress .. 0
number of iso-shell elms with initial strain .. 0
number of iga-solid elms with initial stress .. 0
number of iga-solid elms with initial strain .. 0
number of IGA-SHELL elms with initial stress .. 0
number of IGA-SHELL elms with initial strain .. 0
maximum number of tensor data ................. 0
maximum number of history variables ........... 0
no. of thick shell elems with initial stress .. 0
number of solid elements with initial strain .. 0
number of solid elements with initial dof...... 0
number of nodes with initial geometry.......... 0
write nodes with initial geometry.............. 0
= 0: do not write nodes
= 1: write nodes
number of discrete element spheres............. 0
flag for initial transverse shear stresses .... 0
= 0: keep transverse shear stresses (default)
= 1: set transverse shear stresses to zero
psid for shells with local initial stresses ... 0
number of of thick shells with inital strain... 0
number of of beam with inital strain........... 0
cohesive element flag ICOH = [LK] = K+10*L .... 0
K = 0: do not delete after neighbor failed
K = 1: delete after neighbor failed
L = 0: default time step estimate
L = 1: most conservative (smallest)
time step estimate
L = 2: intermediate time step estimate
flag for SPR2/SPR3 initial radius of influence 0
eq.0: silently increased to find enough nodes
eq.1: same as .eq.0 but write warning
eq.2: error termination if too small
flag for SPR3 resultant shear moment 0
eq.0: distribute as force pairs
eq.1: distribute as nodal moments
flag for SPR2/SPR3 search method 0
eq.0: nodes inside search radius/diameter
eq.1: elements inside search radius/diameter
crosstalk treatment for structured IGA......... 0
eq.0: no method is used
eq.1: CPD-Method: TYPE=1 (test phase)
eq.2: CPD-Method: TYPE=1/2 (test phase)
CONTROL CARD 13. Computation Options-Materials
hourglass formulation.......................... 0
eq.0 LS-DYNA versions 940 and after
eq.1 LS-DYNA versions 936 and before
hourglass models
eq.1: standard viscous form
eq.2: flanagan-belytschko viscous form
1pt volume integration for solids
eq.3: flanagan-belytschko viscous form
exact volume integration for solids
eq.4: flanagan-belytschko stiffness form
1pt volume integration for solids
eq.5: flanagan-belytschko stiffness form
exact volume integration for solids
eq.6: bindeman-belytschko stiffness form
for 2d and 3d solid elements only
eq.9: puso stiffness form for 3d solid
elements only
hourglass model (default)...................... 0
hourglass coefficient (default)................ 0.0000E+00
bulk viscosity type (default).................. 0
eq.-2: standard +types 2,4,10,16,17 shells+IE
eq.-1: standard +types 2,4,10,16,17 shells
eq.+1: standard
quadratic bulk viscosity coefficient........... 0.0000E+00
linear bulk viscosity coefficient.............. 0.0000E+00
bulk viscosity type for beams.................. 0
eq.+1: standard
eq.+2: standard + IE
bulk viscosity for thick shells................ 0
eq.0: off (default)
gt.0: on
using old interpolation scheme for tables...... 0
eq.0: no (default)
eq.1: yes
avoid reject in material models for implicit... 0
eq.0: no (default)
eq.1: yes
check mat24+vp=3/4 if it has initial history .. 0
eq.0: no (default)
eq.1: yes
flag for rayleigh damping input................ 0
eq.0: off (default)
eq.1: on
flag for rigid/deformable material switching... 1
eq.1: off (default)
eq.2: on
eq.3: on and automatic switching
thermal effects option......................... 0
eq.0: no thermal effects
eq.n: nodal temps scaled by load ftn -n-
eq.-1: coupled thermal mechanical analysis
eq.-2: temperature data input option 2
eq.-3: thermal solution
eq.-4: Read binary temperature file
eq.-5: Read d3plot file
eq.-6: Read LSDA file
eq.-9998: user defined load set temp. input
eq.-9999: temperature data input option 1
thermal curve ID used for dynamic relaxation... 0
super plastic forming input option............. 0
eq.0: skip input
eq.1: read superplastic input section
objective stress update for large Dt........... 1
eq.0: off (default)
eq.1: on globally
eq.2: on for part subset
default contact parameters input option........ 0
eq.0: no
eq.1: yes
number of reinforcement cards for mat 84&85.... 0
output interval for aea_crack database......... 0.0000E+00
number of non local materials.................. 0
neighbours arrays oversized of (%)............. 0
number of parts defined for adaptive failure... 0
number of elements with specified temperature.. 0
number of parts with spotweld rupture stress... 0
number of parts with spotweld rupture parametr. 0
number of spotweld lists....................... 0
number of rows of opt=10 spot weld failure data 0
implicit accuracy option to turn on strong
objectivity in various features (elements,
contacts, constraints, etc..................... 1
eq.0: no
eq.1: yes
flag for MAT_ADD_EROSION failure switching .... 0
eq.0: on (default)
eq.1: off globally
flag for MAT_USER treatment ................... 0
eq.0: warning if default umat is used
eq.1: error termination if default umat is used
CONTROL CARD 14. Computation Options-Damping
load curve specifying system damping........... 0
eq.-1: system damping by material
eq. n: load curve n defines system damping
optional constant for system damping........... 0.0000E+00
system damping scale factor for x-translation.. 0.1000E+01
system damping scale factor for y-translation.. 0.1000E+01
system damping scale factor for z-translation.. 0.1000E+01
system damping scale factor for x-rotation..... 0.1000E+01
system damping scale factor for y-rotation..... 0.1000E+01
system damping scale factor for z-rotation..... 0.1000E+01
stress initialization flag .................... 0
eq.-1: dynamic relaxation (debug option)
eq.0: off
eq.1: dynamic relaxation
eq.2: deformed geometry
eq.3: dynamic relaxation with part set ID
eq.5: initialize implicitly
eq.-999:off-not activated by load curves
convergence check interval (dynamic relaxation) 250
convergence tolerance for dynamic relaxation... 0.1000E-02
dynamic relaxation factor...................... 0.9950E+00
termination time for dynamic relaxation........ 0.0000E+00
eq.0.0: convergence terminates relaxation
gt.0.0: termination at specified time
unless convergence is attained
scale factor for dyn relax time step........... 0.9000E+00
automatic determination of dr factors.......... 0
eq.0: off (default)
eq.1: on
convergence tolerance for above option......... 0.0000E+00
active part set ID for dynamic relaxation ..... 0
CONTROL CARD 15. Computation Options-Contact
scale factor for contact interface penalties... 0.1000E+00
scale factor for rigid wall penalties.......... 0.0000E+00
flag to activate MADYMO contact coupling....... 0
eq.0: inactive
eq.1: active
track initial penetrations in auto contacts.... 0
eq.0: no, move node to contact surface
eq.1: yes, initial penetrations remain
ignore initial separations in tied contacts.... 0
eq.0: no, eliminate gaps most accurate
eq.1: yes, may lock rotations
contact initial penetration check option....... 1
eq.1: off (default)
eq.2: on
thickness considered in type 3, 5 or 10 contact 0
eq.0: off
eq.1: on, but rigid bodies excluded
eq.2: on, rigid bodies are included
penalty stiffness option....................... 0
eq.1: minimum reference/tracked value
eq.2: reference segment stiffness (old way)
eq.3: reference node stiffness
eq.4: reference node area/mass weighted
eq.5: like 4 but k proportional to 1/thick
thickness changes considered in contact........ 0
eq.0: no for type 4, 13, and a13 contact
except for segment based contact (SOFT=2),
eq.1: yes
eq.2: no in any segment based conatct (SOFT=2)
automatic reorientation option................. 1
eq.1: on for automatic contact definitions
eq.2: on
eq.3: off
memory allocation-user contact surface control 0
gt.0: memory per interface passed to user
memory allocation-user contact surface frict... 0
gt.0: memory per interface passed to user
number of time steps between contact searching. 0
eq.0: LS-DYNA chooses value
intermittent searching in type 3 contact....... 0
eq.0: off (default)
eq.1: on
release factor for extra searching option...... 0.4000E+01
treatment of nodes in eroding contact.......... 0
eq.0: delete from calculation
eq.1: keep nodes of eroded solids
eq.2: keep nodes of eroded solids & shells
calculation of frictional sliding energy....... 0
eq.0: do not calculate
eq.1: calculate
shell thickness in single surface contact...... 0
eq.0: use characteristic shell dimension
eq.1: use actual shell thickness
time step size override for eroding contact.... 0
eq.0: contact time size may control dt
eq.1: contact is not considered for dt
number of automatic positioning definitions.... 0
print surfa node/segment in spotweld contact... 0
eq.0: no
eq.1: yes, in D3HSP file
option for unconstrained spotweld node/face.... 0
eq.0: ignore
eq.1: terminate
eq.2: delete weld and continue
delete spotweld if tied to failed shell........ 0
eq.0: no
ge.1: yes
number of friction table definitions........... 0
read in friction table for automatic contacts.. 0
eq.0: no
ne.0: number of part pair defined for table
include sliding energy density in d3plot....... 0
eq.0: no
eq.1: yes
read in spotweld failure table................. 0
eq.0: no
ne.0: number of part pair defined for table
contact thickness scaling option for welds..... 0.0000E+00
eq.0.0: inactive
gt.0.0: scale factor on thickness
beam spotweld radius scale factor for thinning. 0.0000E+00
eq.0.0: inactive
gt.0.0: scale factor on radius
revert spotweld thinning behavior to R9.3.1 ... 0
eq.0 default: thinning at shared nodes
eq.1 no thinning at shared nodes
read in smooth contact flags................... 0
eq.0: no
eq.1: yes
Warning: in Shared Memory Program smooth option only
available for Forming type contact
flag for eliminating faces on symmetry planes.. 0
eq.0: use all faces
eq.1: delete faces from contact
spotweld tension scaling load curve............ 0
spotweld compression scaling load curve........ 0
spotweld direction scaling table.(tension)..... 0
spotweld direction scaling table (shear) ..... 0
eq.0: table for tension scaling is used
spotweld print flag (on=1)..................... 0
number of contact volume definitions........... 0
flag to use one way node to surface erosion.... 0
flag for implicit rigidwall gap stiffness...... 1
eq.1: add initial gap stiffness
eq.2: do not add gap stiffness
death time for gap stiffness................... 0.1000E-01
penalty scale factor for rigid walls........... 0.1000E+01
flag for covariant contact formulation......... 0
eq.0: covariant formulation not used
eq.1: covariant formulation used
flag for offsetting thick thermal contact
surfaces in the thermal contacts............... 0
eq.0: no offset, if thickness is not included
contact will act on shell mid-surface
eq.1: offsets are applied so that contact
always act on the shell outer surfaces
flag for shell segment edge shape.............. 0
eq.0: shell edges assumed round (default)
eq.1: shell edges assumed square
segment based contact PSTIFF option............ 0
eq.0: use the material density (default)
eq.1: use nodal masses
flag for consistent thermal contact algorithm.. 1
lt.0: conduction evenly distributed (pre-R4)
eq.1: conduction weighted by shape functions,
reduced integration (default)
eq.2: conduction weighted by shape functions,
full integration
flag for optional tied interface update ....... 0
eq.0: integrate accelerations for v and u
eq.1: differentiate u to obtain v and a
flag for overlapping force transducers......... 0
eq.0: forces applied to first found (faster)
eq.1: forces applied to all transducers
scale factor for contact interface mass scaling 0.0000E+00
shell thickness scale factor for rigidwall .... 0.0000E+00
flag of contact involving isogeometric ele .... 0
eq.0: interp. node vs. interp. facet
eq.1: interp. node vs. isogeometric element
print out penetration info for mortar contact.. 0.0000E+00
gt.0: active
lt.0: time between outputs
eq.0: inactive
scale factor for contact pressure on thickness
shells......................................... 0.1000E+01
convert spc on mat_rigid and
constrained_nodal_rigid_body to bpm for
output to bndout............................... 0
eq.0: do not convert
eq.1: convert
output contact penetrations to d3plot
and sleout..................................... 0
eq.0: no output
ge.1: output absolute penetrations
ge.2: output relative penetrations
output of kinetic energy density to d3plot..... 0
eq.0: do not output
eq.1: output
avoid implicit rejections of steps in mortar... 0
eq.0: no
eq.1: yes
option for tied contact adaptation 0
eq.0: not active
eq.1: active, but no adaptation
eq.2: active, first level of adaptation
eq.3: active, second level of adaptation
CONTROL CARD 16. Computation Options-Parallel
number of cpus for parallel computations....... 2
parallel right hand side assembly.............. 0
eq.0: on (default)
eq.1: off
flag for automatic subcycling.................. 0
eq.0: off (default)
eq.1: on
number of part IDs for mass scaled subcycling.. 0
flag for repeatability in parallel solution.... 2
eq.1: on (ordered RHS summation-slower)
eq.2: off (default)
use memory to parallelize repeatability option. 0
eq.0: off
eq.1: on
maximum time step factor for subcycling........ 0
CONTROL CARD 17. Computation Options-Coupling
length conversion factor coupling.............. 0.1000E+01
time conversion factor coupling................ 0.1000E+01
force conversion factor coupling............... 0.1000E+01
material repositioning flag.................... 0
eq.0: off
eq.1: input data defines repositioning
eq.2: no repositioning of defined nodes
Flag to flip X-coordinates..................... 0
Flag to flip Y-coordinates..................... 0
Flag to flip Z-coordinates..................... 0
Idle time for LS-DYNA.......................... 0.0000E+00
Implicit coupling for springback............... 0
eq.0: off (default)
eq.1: on
eq.2: seamless springback
eq.12: seamless springback
DYNAIN output format........................... 0
eq. 0: ascii
eq. 1: binary
eq. 2: ascii and binary
eq.10: ascii (large)
eq.11: binary (large internal ASCII)
eq.12: ascii and binary (large)
Mismatched acoustic coupling input flag........ 0
eq.0: off
eq.1: on
Two sided acoustic coupling input flag......... 0
eq.0: off
eq.1: on
Hydrostatic acoustic pressure in DR ........... 0
eq.0: off
eq.1: on
Coupling with USA.............................. 0
eq.0: off (default)
eq.1: on
Number of steps for CAL3D/MADYMO3D subcycling.. 1
Number of MCOL coupled rigid bodies............ 0
Number of vehicles to be initialized........... 0
Coupling with CFD.............................. 0
eq.0: off (default)
eq.1: FAST3D
eq.2: boundary element method
CONTROL CARD 18. Computation Options-Output Control
printout of node, element, velocity input data. 0
eq.0: on
eq.1: off
time zero printout of element time step size... 0
eq.0: no printout
eq.1: print dt for each element at t=0
problem status report interval in printer file. 100
number of cycles between restart dumps......... 99999999
number of cycles between running restart dumps. 99999999
number of files to rewrite running restart .... 1
printout of force types to bndout file.........
eq.0: on
eq.1: off
nodal force groups................. 0
concentrated nodal forces.......... 0
pressure boundary conditions....... 0
disp/vel/acc nodal BC.............. 0
node and element printout suppression.......... 0
eq.1: nodal data is not echoed
eq.2: element data is not echoed
eq.3: node and element data is not echoed
debug information in messag file option........ 0
eq.0: no
eq.1: yes
update of beam reference nodes................. 0
eq.0: off
eq.1: on-unique reference nodes required
averaged acceleration-print/time history files. 0
eq.0: no average (default)
eq.1: averaged between output intervals
eq.2: user defined filtering
output interval for interface file............. 0.1000E-04
output interval for recorded ground motions.... 0.1000E-04
continuity level in applying interface motion.. 1
eq.1: continuity in displacements
eq.2: continuity in velocities
eq.3: continuity in accelerations
convert levelN-warnings into errors (N=1,2,3).. 0
has digit N in the number: levelN-warnings are
converted into errors
default print flag for the RBDOUT/MATSUM files 0
eq.0: RBDOUT and MATSUM
eq.1: RBDOUT only
eq.2: MATSUM only
eq.3: no output
include eroded and lumped mass in MATSUM ...... 0
eq.0: no
eq.1: yes
include 10-node connectivities in D3PLOT ...... 2
eq.1: yes
eq.2: no
write spring forward database at termination... 0
eq.0: no
eq.1: include all deformable nodes
eq.2: include nodes of material subset
d3plot and d3thdt binary output format......... 0
eq.0 default
eq.1 32ieee
flush output file interval..................... 5000
output interval for d3part database............ 0.0000E+00
interval via load curve for part database...... 0
number of part blocks.......................... 0
number of solids output to part database ...... 0
number of beams output to part database ...... 0
number of shells output to part database ...... 0
number of thick shells output to part database. 0
Maximum number of messages..................... 0
Print flag for digitized curve data............ 0
Print info. of 1d belt created for 2d belt..... 0
ELOUT shell output coordinate system flag...... 0
eq.0 default
eq.1 local element coordinate system
eq.2 global coordinate sytstem
number of parts removed from d3plot ........... 0
number of levels of timing at termination ..... 2
control legend format of ASCII files........... 0
eq.0: Use the normal format
eq.1: Use the optional format with extra fields
max frequency of element failure summaries..... 1
writing detailed error/warning message to d3msg 0
eq.0: Do not write detailed messages to d3msg
eq.1: Write detailed messages to d3msg
tolerance of *DEFINE_CURVE discr. warnings..... 0.0000E+00
control displacement/geometry to binary file... 1
eq.1: geometry (default)
eq.2: displacement in d3plot, d3part and d3drlf
shell element stress extrapolation............. 0
eq.0 default: no extrapolation
eq.1 extrapolate stress for linear materials only
eq.2 extrapolate stress if plastic strain is zero
eq.3 extrapolate stress always
eq.4 extrapolate all history variables
solid element stress extrapolation............. 0
eq.0 default: no extrapolation
eq.1 extrapolate stress for linear materials only
eq.2 extrapolate stress if plastic strain is zero
eq.3 extrapolate stress always
eq.4 extrapolate all history variables
phase change output control.................... 0
eq.0 default: no messag
eq.1 write out element ID at time of phase change
DEM density output control..................... 0
eq.0 default: no messag
eq.1 write out density data
quadratic solid element output................. 0
eq.0: default to lower order output only
eq.1: write out connectivies for geometry
no extra integration data written
eq.2: write out connectivies for geometry +
extra integration points
cubic solid element output..................... 0
eq.0: default to lower order output only
eq.1: write out connectivies for geometry
no extra integration data written
eq.2: write out connectivies for geometry +
extra integration points
names of history variables listed per part..... 0
eq.0: no
eq.1: in d3hsp
eq.2: in d3hsp and in file hisnames.xml
results output for deleted elements ........... 0
eq.0 default: off
eq.1 on
CONTROL CARD 19. Computation Options-Output Energy
hourglass energy calculation................... 0
eq.1: off (default)
eq.2: on
rigid wall energy calculations................. 1
eq.1: off (default)
eq.2: on
contact energy calculation..................... 2
eq.1: off
eq.2: on
flag for rayleigh damping energy calculations.. 0
eq.1: off (default)
eq.2: on
flag for reference geometry energy calculations 0
eq.1: off
eq.2: on (default)
material energy details ....................... 0
eq.1: off (default)
eq.2: on
flag for material energy in D3THDT file........ 2
eq.1: off
eq.2: on (default)
flag for drilling energy calculations.......... 0
le.1: off (default)
eq.2: on
flag for dissipation energy calculations....... 0
le.1: off (default)
eq.2: on (active for implicit only)
CONTROL CARD 20. Computation Options-LS-POST Database
time step between dumps of complete state data. 0.1000E-03
output interval for interface force database... 0.1000E-03
time step between dumps of time history data... 0.0000E+00
number of nodal printout blocks................ 0
number of solid element printout blocks........ 0
number of beam element printout blocks......... 0
number of discrete element printout blocks..... 0
number of seatbelt element printout blocks..... 0
number of shell element printout blocks........ 0
number of thick shell element printout blocks.. 0
load curve-interval between state data dumps... 0
behavior of state data dump curve.............. 1
eq.1: load curve value added to current time
eq.2: plot time T=current t+curve at T
eq.3: plot at each ordinate point
load curve-interval between force data dumps... 0
load curve-interval between history data dumps. 0
flag, user output into shell resultant vector.. 0
eq.1: off (default)
eq.2: on, user subroutine is called
number of subsystems for SSSTAT file .......... 0
behavior of intfor data curve.................. 1
eq.1: load curve value added to current time
eq.2: plot time T=current t+curve at T
eq.3: plot at each ordinate point
CONTROL CARD 21. Computation Options LS-POST Database
flag to write ls-post database during dyn rel.. 0
eq.0: no database write (default)
eq.1: write database at convergence check
eq.n: write database at nth check
number of extra history variables for solids... 0
number of integration points output/solid ..... 1
number of extra history var/int.pt for shells.. 0
number of integration points output/shell ..... -3
lt.0: also output 4 points in plane
flag for including strain tensor in database... 0
STRFLG[NML] = L + M*10 + N*100
eq.0: exclude (default)
L.eq.1: Write strain tensor data to d3plot & elout
M.EQ.1: Write plastic strain data to d3plot
N.EQ.1: Write thermal strain data to d3plot
flag for including stress tensor in database... 1
eq.1: include (default)
eq.2: exclude for shells, include for solids
eq.3: exclude for shells and solids
flag for including effective plastic strain.... 1
eq.1: include (default)
eq.2: exclude for shells, include for solids
eq.3: exclude for shells and solids
flag for including shell resultants............ 1
eq.1: include (default)
eq.2: exclude
flag for including shell energy and thickness.. 1
eq.1: include (default)
eq.2: exclude
every state is written to a separate file...... 0
eq.0: off (default)
eq.1: only one state per plotfile
composite material stress output .............. 0
eq.-1: same as 1, but fiber stress and strain
are engineering measured in material
34
eq. 0: global
eq. 1: local
eq. 2: local, additional information
output in place of shell resultants
number of integration points output/beam ...... 0
data compression to eliminate rigid body data.. 1
nodal velocities, and nodal accelerations
eq.1: off
eq.2: on -rigid bodies
eq.3: off-rigid bodies-on nodal data
eq.4: on -rigid bodies-on nodal data
output shell element hourglass energy.......... 1
eq.1: off
eq.2: on
output shell element dt, mass, added mass...... 1
eq.1: off
eq.2: output dt
eq.3: output mass
peak pressure flag............................. 0
eq.1: on
filter parameter............................... 0.1000E+01
flag for solid element additional output....... 0
eq.1: output 3 additional variables
eq.2: output 5 additional variables
eq.4: output 7 additional variables
flag for scaled mass output to the d3plot file. 0
eq.1: output mass increment
eq.2: output percentage increase
flag for thermal data.......................... 1
eq.0 or 1: output temperature
eq.2: output temperature and flux
eq.3: output temp, flux, and thick shell temps
flag for including stress tensor at int. point 0
eq.0: exclude (default)
eq.1: include stress (solid and shells)
flag for including stress tensor at nodes ..... 0
eq.0: exclude (default)
eq.1: include local stress (solid and shell)
eq.2: include global stress (solid and shell)
flag for including strain tensor at int. point 0
eq.0: exclude (default)
eq.1: include strains (solid and shells)
flag for including strain tensor at nodes ..... 0
eq.0: exclude (default)
eq.1: include local strain (solid and shell)
eq.2: include global strain (solid and shell)
output interval for blast force database....... 0.0000E+00
lt.0: interval specified by load curve
CONTROL CARD 22. Computation Options-ASCII Output I
output interval for cross section forces....... 0.0000E+00
output interval for rigid wall forces ......... 0.0000E+00
output interval for nodal print blocks......... 0.0000E+00
output interval for element print blocks....... 0.0000E+00
output interval for global statistics ......... 0.1000E-03
output interval for subsystem statistics ...... 0.0000E+00
output interval for discrete elements.......... 0.0000E+00
output interval for material summaries......... 0.0000E+00
output interval for nodal interface forces..... 0.0000E+00
output mass properties in subsystem statistics. 0
output mass properties in global statistics.... 0
additional history variables output-solids..... 0
additional history variables output-shells..... 0
additional history variables output-tshells.... 0
additional history variables output-beams...... 0
CONTROL CARD 23. Computation Options-ASCII Output II
output interval for resultant interface forces. 0.0000E+00
output interval for smug nodal data............ 0.0000E+00
output interval for sp constraint forces....... 0.1000E-03
output interval for nodal constraint forces.... 0.0000E+00
output interval for airbag statistics.......... 0.0000E+00
output interval for avs filter................. 0.0000E+00
output interval for nodal force groups......... 0.0000E+00
output interval for b.c. forces and energy .... 0.0000E+00
CONTROL CARD 24. Computation Options-ASCII Output III
output interval for rigid body data............ 0.0000E+00
output interval for geometric contact entities. 0.0000E+00
output interval for mpgs database............. 0.0000E+00
output interval for movie database............. 0.0000E+00
output interval for interface energies......... 0.0000E+00
output interval for seatbelt response.......... 0.0000E+00
output interval for joint forces............... 0.0000E+00
output interval for tracer particles........... 0.0000E+00
output interval for discrete beam data......... 0.0000E+00
output type for discrete beam data ............ 0
curve id for discrete beam data ............... 0
option for ascii output time for discrete beam. 0
output interval for pulley element data........ 0.0000E+00
output type for pulley element data ........... 0
curve id for pulley element data .............. 0
option for ascii output time for pulley element 0
output interval for bearing element data........ 0.0000E+00
output type for bearing element data ........... 2
curve id for bearing element data .............. 0
option for ascii output time for bearing ....... 0
output interval for des mass flow data.......... 0.0000E+00
output type for des mass flow data ............. 2
curve id for des mass flow data ................ 0
option for ascii output time for des mass flow.. 0
output interval for curvout .................... 0.0000E+00
output type for curvout ........................ 2
curve id for curvout ........................... 0
option for ascii output time for curvout ....... 0
output interval for SPH mass flow data.......... 0.0000E+00
output type for SPH mass flow data ............. 2
curve id for SPH mass flow data ................ 0
option for ascii output time for SPH mass flow.. 0
output interval for ICV flow data............... 0.0000E+00
output type for ICV flow data .................. 2
curve id for ICV flow data ..................... 0
option for ascii output time for ICV flow....... 0
output interval for DE bond Fragment .............. 0.0000E+00
output type for DE bond Fragment .................. 2
option for ascii output time for DE bond Fragment.. 0
CONTROL CARD 25. CONTROL_ALE 1st card
Default continuum treatment.................... 0
eq.-1: Improved Advection
ne.-1: Default advection (Legacy)
Number of cycles between rezones............... 0
Advection formulation.......................... 0
eq.1: Donor Cell + HIS
eq.2: Van Leer + HIS (default)
Relaxation factor 1 (simple average)........... -0.1000E+01
Relaxation factor 2 (volume weighting)......... 0.0000E+00
Relaxation factor 3 (isoparametric)............ 0.0000E+00
Relaxation factor 4 (equipotential)............ 0.0000E+00
Relaxation factor 5 (equilibrium).............. 0.0000E+00
CONTROL CARD 26. CONTROL_ALE 2nd card
time to begin rezoning......................... 0.0000E+00
time to end rezoning........................... 0.0000E+00
SALE advection factor.......................... 0.0000E+00
Void factor.................................... 0.1000E-05
Pressure equilibrium........................... 0
eq.0: Off
eq.1: On
Automatic euler boundary condition flag........ 0.0000E+00
eq.0: Off.
eq.1: On with stick condition.
eq.2: On with slip condition.
Reference pressure............................. 0.0000E+00
Node set excluded from EBC (see NSIDEBC)....... 0
CONTROL CARD 26. CONTROL_ALE 3rd card
Number of cycles between ALE coupling.......... 1
Number of cycles between ALE bucket sort....... 50
A flag to control mass scaling for ALE parts... 0
A flag to control pressure locking pattern..... 0.0000E+00
BEAMIN flag.................................... 0
Reference pressure by ALE group..see load curve 0
Max. pressure difference to cancel nodal forces 0.0000E+00
Dynamic viscous time step factor (DTMU)........ 0.0000E+00
CONTROL CARD 26. CONTROL_ALE 4th card
Flag to optimize the coupling MPP.............. 0
Flag to include ALE in the dynamic relaxation.. 0
Number of ALE groups allowed to flow in.......: 0
ALE group:
CONTROL CARD 26. Other ALE parameters
Number of multi-material Euler groups.......... 0
number of void materials....................... 0
Number of non-interacting Euler materials...... 0
Number of parts considered in ALE convection... 0
Number of ALE Multi-material group switching... 0
Number of ALE mixing length.................... 0
Number of ALE coupling to nodes ............... 0
Number of ALE essential boundaries ............ 0
Number of ALE tracer particles ................ 0
Output interval for euler statistics........... 0.0000E+00
CPM output format.............................. 11
eq.11: Version 3 (full output)
eq.21: Version 4 (full output)
eq.22: (coordinates)
eq.23: (summary)
# of CPM airbag interaction.................... 0
# of cycle for CPM repartition................. 5
CPM time step control.......................... 0
eq.0: no control
eq.1: set CPM timestep size as 1 usec
CPM check bag and chamber connectivity......... 0
eq.0: no
eq.1: yes (error termination if detected)
CPM blockage option............................ 0
eq.0: no
eq.1: yes
Scale factor of force decay constant........... 0.1000E+01
Adjust energy due to rigid body motion......... 0
eq.0: no (default)
eq.1: yes
Energy transfer between P2P.................... 0
eq.0: Default
eq.1: Algorithm 1
Treatment for mistracked particle.............. 0
eq.0: Default
eq.1: Putback to nearest seg
PG output format............................... 11
eq.11: Version 3 (full output)
eq.21: Version 4 (full output)
eq.22: (coordinates)
eq.23: (summary)
# of PG airbag interaction..................... 0
# of cycle for PG repartition.................. 5
PG time step control........................... 0
eq.0: no control
eq.1: set PG timestep size as 1 usec
CONTROL CARD 50. EFG
ispline ....................................... 0
idila.......................................... 0
inint.......................................... 0
iefgs.......................................... 0
intfs.......................................... 0
p a r t d e f i n i t i o n s
material type
eq.1 isotropic
eq.2 orthotropic
eq.3 elastoplastic ( von mises )
eq.4 thermo-elastic-plastic
eq.5 soil and crushable foam model
eq.6 viscoelastic model
eq.7 blatz-ko finite elastic rubber
eq.8 high explosive model
eq.9 null material
eq.10 hydrodynamic - elastic-plastic
eq.11 steinberg - guinan model
eq.12 isotropic elastic-plastic
eq.13 elastic-plastic with failure
eq.14 crushable foam with failure
eq.15 johnson/cook plasticity model
eq.16 pseudo tensor geological model
eq.17 elastoplastic with fracture
eq.18 power law isotropic plasticity
eq.19 strainrate sensitive plasticity
eq.20 rigid material
eq.21 thermal orthotropic(12 constants)
eq.22 composite material damage model
eq.23 thermal orthotropic(12 curves)
eq.24 piecewise linear plasticity
eq.25 soil cap model by taylor
eq.26 crushable metallic honeycomb
eq.27 hyperelastic mooney-rivlin
eq.28 shell/beam resultant plasticity
eq.29 beam resultant force limited
eq.30 shape-memory alloy
eq.31 frazer-nash rubber model
eq.32 safety glass
eq.33 barlat's anisotropic plasticity
eq.34 fabric
eq.35 elastoplastic (green-naghdi rate)
eq.36 barlat's 3-parameter plasticity
eq.36E extended barlat plasticity
eq.37 anisotropic plasticity model
eq.38 blatz-ko finite elastic foam
eq.39 fld anisotropic plasticity
eq.40 nonlinear orthotropic elastic
eq.41-50 user material models
eq.51 bammann plasticity model
eq.52 sandia damage model
eq.53 crushable cellular foam
eq.54 composite damage model(hashin)
eq.55 composite damage model(tsai-wu)
eq.57 low density urethane foam
eq.58 laminated composite fabric
eq.59 composite failure
eq.60 viscous glass model model
eq.61 maxwell/kelvin viscoelastic
eq.62 viscous foam model
eq.63 crushable foam model
eq.64 rate sensitive powerlaw plasticity
eq.65 modified armstrong-zerrilli model
eq.66 elastic resultant beams
eq.67 nonlinear elastic via load curves
eq.68 plastic resultant via load curves
eq.69 sid impact dummy damper
eq.70 hydraulic/gas damper
eq.71 cable
eq.72 k & c concrete damage
eq.73 low density viscous foam
eq.74 elastic spring discrete beam
eq.75 bilkhu/dubois crushable foam
eq.76 linear viscoelastic
eq.77 general hyperelastic/ogden
eq.78 soil/concrete
eq.79 hysteretic soil
eq.80 ramberg-osgood
eq.81 plastic damage model
eq.82 plastic orthotropic damage model
eq.83 fu-chang rate sensitive foam model
eq.84 reinforced concrete (aea winfrith, 1990)
eq.86 orthotropic viscoelastic
eq.87 cellular viscoelastic rubber
eq.88 material threshold stress (mts)
eq.89 plasticity polymer
eq.90 acoustic media
eq.91 hyperelastic soft tissue
eq.92 visco-hyperelastic soft tissue
eq.93 elastic 6-dof spring
eq.94 inelastic spring discrete beam
eq.95 inelastic 6-dof spring
eq.96 brittle damage
eq.97 general joint discrete beam
eq.98 simplified johnson cook
eq.99 simplified johnson cook with damage
eq.100 spotweld material
eq.101 ge rate sensitive plasticity
eq.102 inverse hyperbolic sine
eq.103 viscoplastic model (ntnu, 1996)
eq.104 damage model 1 (ntnu, 1997)
eq.105 damage model 2 (ntnu, 1997)
eq.106 elastic viscoplastic thermal
eq.107 modified johnson cook
eq.108 orthotropic elastic plastic
eq.110 johnson/holmquist ceramics
eq.111 johnson/holmquist concrete
eq.112 finite elastic strain plasticity
eq.113 trip for austenitic stainless
eq.114 layered piecewise linear plasticity
eq.115 unified creep
eq.116 composite lay up
eq.117 composite matrix
eq.118 composite direct
eq.119 general nonlinear 6dof discrete beam
eq.120 gurson
eq.121 general nonlinear 1dof discrete beam
eq.122 hill 3r
eq.123 modified piecewise linear plasticity
eq.124 compression-tension plasticity
eq.125 yoshida kinematic plasticity model
eq.126 crushable metallic honeycomb
eq.127 arruda-boyce hyper-viscoelastic
eq.128 heart tissue
eq.129 lung hyper-viscoelastic
eq.130 special orthotropic
eq.131 tno isotropic smeared crack model
eq.132 tno orthotropic smeared crack model
eq.133 barlat yld2000
eq.135 wtm/stm
eq.136 orthotropic vegter model
eq.137 anisotropic ito-goya model
eq.139 modified resultant beam force limited
eq.140 vacuum
eq.141 rate sensitive polymer
eq.142 transversly isotropic crushable foam
eq.143 aptek orthotropic wood
eq.144 pitzer crushable foam
eq.145 continuous surface cap with damage
eq.146 1dof generalized spring
eq.147 fhwa soil
eq.148 gas mixture
eq.150 cfd - constant properties
eq.152 hyperbolic tangent thermal
eq.153 damage model 3
eq.154 deshpande fleck foam model
eq.155 compression-tension eos model
eq.156 muscle model
eq.157 anisotropic elastic plastic
eq.158 rate sensitive composite fabric
eq.159 continuous surface cap
eq.161 composite msc
eq.162 composite dmg msc
eq.163 modified crushable foam
eq.164 brain linear viscoelastic
eq.165 plastic nonlinear kinematic
eq.166 moment curvature beam
eq.167 mccormick
eq.168 polymer
eq.169 arup adhesive
eq.170 resultant anisotropic
eq.171 steel concentric brace
eq.172 concrete ec2
eq.173 mohr couloumb
eq.174 rc beam
eq.176 quasilinear viscoelastic
eq.177 hill foam
eq.178 viscoelastic hill foam
eq.179 low density synthetic foam
eq.180 low density synthetic foam ortho
eq.181 simplified rubber model
eq.182 viscoelastic plastic model
eq.187 semi-analytical model for polymers
eq.188 thermo elastic viscoplastic creep
eq.189 anisotropic thermo elastic
eq.190 barlat 3-parameter fld plasticity
eq.191 seismic beam
eq.192 soil brick
eq.193 drucker prager
eq.194 rc shear wall
eq.195 concrete beam
eq.196 general spring discrete beam
eq.197 seismic isolator
eq.198 jointed rock
eq.199 barlat yld2004
eq.202 steel EC3
eq.203 hysteretic reinforcement
eq.205 discrete beam surface contact
eq.206 Park Ang beam
eq.208 bolt beam
eq.213 composite tab. plast. damage v1.3.7
eq.214 dry fabric
eq.215 4A micromec
eq.219 codam2
eq.220 rigid material discrete particles
eq.221 orthotropic simplified damage
eq.222 genoa material for laminates
eq.223 orthotropic advanced damage
eq.224 tabulated johnson cook
eq.225 viscoplastic mixed hardening
eq.230 elastic pml
eq.231 acoustic pml
eq.232 biot hysteretic
eq.233 cazacu barlat
eq.234 viscoelastic loose fabric
eq.235 micromechanics dry fabric
eq.236 silicon carbid coating on RCC
eq.237 hysteretic pml
eq.242 barlat yld2000 Yoshida hardening
eq.243 hill 90
eq.244 ultra high strength steel
eq.248 press hardening steel bmw model
eq.249 reinforced thermoplastic
eq.250 aedm (working name)
eq.251 tailored properties
eq.252 toughened adhesive polymer
eq.255 piecewise linear plastic thermal
eq.256 amorphous solids finite stain
eq.258 non quadratic with failure
eq.260 Stoughton non-associated flow
eq.261 laminated fracture daimler pinho
eq.262 laminated fracture daimler camanho
eq.263 Lou-Yoon
eq.264 tabulated johnson cook ortho plastic
eq.265 constrained spr
eq.266 tissue dispersed
eq.267 eight chain rubber
eq.269 bergstrom-boyce rubber model
eq.270 computational welding mechanics model
eq.271 powder compaction model
eq.272 RHT concrete
eq.273 CDPM concrete
eq.274 paper
eq.275 smooth viscoelastic viscoplastic
eq.279 cohesive paper
eq.291 energy based shape memory alloy
eq.295 anisotropic hyperelastic
eq.300 implicit SPH fluid
eq.301 implicit SPH structure
eq.305 hot plate rolling
eq.317 rate-relax-recovery material
eq.318 three network material
eq.320 general yield material
eq.326 cohesive gasket
equation-of-state types
eq.1 linear polynomial
eq.2 jwl high explosive
eq.3 sack tuesday high explosive
eq.4 gruneisen
eq.5 ratio of polynomials
eq.6 linear polynomial with source
eq.7 initiation and reaction in he
eq.8 compaction
eq.9 tabulated
eq.11 tensor pore collapse
eq.14 jwlb high explosive
eq.15 one-dimensional gasket
eq.16 mie-gruneisen with p-alpha
hourglass models
eq.1 viscous
eq.2 flanagan-belytschko viscous form
eq.3 full flanagan-belytschko viscous form
(constant stress solid elements)
eq.4 flanagan-belytschko stiffness form
eq.5 full flanagan-belytschko stiffness form
eq.6 bindeman-belytschko stiffness form
(solid 2d and 3d elements)
eq.7 linear total strain stiffness form
(solid 2d and 3d elements)
eq.9 puso stiffness form (solid 3d elements)
eq.10 cosserat total strain stiffness form
(solid 3d elements)
bulk viscosity models
eq.1 standard
defaults
hourglass model.(thin shells)......... 4
hourglass model.(bricks).............. 6
hourglass model.(thick shells)........ 2
hourglass coefficient................. 1.00000E-01
bulk viscosity type................... 1
quadratic bulk viscosity coefficient.. 1.50000E+00
linear bulk viscosity coefficient..... 6.00000E-02
***********************************************************************
Beer Can
part id ..................... 1
section id ..................... 1
material id ..................... 1
section title .................. Beer Can
material title .................. Aluminum
material type .............. 1
equation-of-state type ..... 0
hourglass type ............. 4
bulk viscosity type ........ 1
density .......................... = 2.59000E-04
hourglass coefficient (membrane).. = 1.00000E-01
hourglass coefficient (rotation).. = 1.00000E-01
hourglass coefficient (warping ).. = 1.00000E-01
quadratic bulk viscosity ......... = 1.50000E+00
linear bulk viscosity ............ = 6.00000E-02
element type ..................... = 2
eq.0: 4, 6, 8, 10-node solid element
eq.1: 2-node beam or truss or 2D shell element
eq.2: 3, 4-node membrane/shell or 2D continuum element
eq.3: 8-node thick shell element
eq.4: SPH element
flag for bulk viscosity in shells. = 0
flag for rbdout/matsum output ... = 0
eq.0: rbdout and matsum
eq.1: rbdout only
eq.2: matsum only
eq.3: no output
static coefficient of friction ... = 0.00000E+00
kinetic coefficient of friction... = 0.00000E+00
exponential decay coefficient .... = 0.00000E+00
viscous friction coefficient ..... = 0.00000E+00
optional contact thickness ....... = 0.00000E+00
optional thickness scale factor... = 0.00000E+00
local penalty scale factor........ = 0.00000E+00
optional beam to beam cparm8...... = 0
flag for adaptive remeshing ...... = 0
eq.0: inactive
eq.1: h-adaptive only
eq.2: r-adaptive only
rayleigh damping coefficient...... = 0.00000E+00
e ................................ = 1.00000E+07
vnu .............................. = 3.30000E-01
for belytschko-schwer beam only
ga, axial damping factor ......... = 0.00000E+00
gb, bending damping factor ....... = 0.00000E+00
shear area factor ................ = 8.33300E-01
thru-thickness integration points = 3.00000E+00
print out option ................. = 3.00000E+00
eq.1.0:average resultants & fiber lengths
eq.2.0:resultants at plan points & fiber lengths
eq.3.0:resultants,stresses all points & fiber lengths
integration rule ................. = 0.00000E+00
lt.0.0:absolute value is specified rule #
eq.0.0:gauss (trapezoidal if > 10 IP)
eq.1.0:trapezoidal rule
shell formulation ................ = -16
eq. 1: hughes-liu
eq. 2: belytschko-tsay
eq. 3: bciz
eq. 4: c0-triangular element
eq. 5: membrane element
eq. 6: s/r hughes-liu
eq. 7: s/r co-rotational hughes-liu
eq. 8: belytschko-leviathan
eq. 9: fully integrated membrane
eq. 10: belytschko-wong-chiang
eq. 11: fast hughes-liu
eq. 12: 2d plane stress
eq. 13: 2d plane strain
eq. 14: 2d axisymmetric (area wgt)
eq. 15: 2d axisymmetric (volume wgt)
eq. 16: fully integrated element
eq. -16: modified fully integrated element
eq. 17: dkt element
eq. 18: dkq-dkt linear element
eq. 20: assumed strain linear element
eq. 21: assumed strain linear elem(5DOF)
eq. 22: linear shear panel element(3DOF)
eq. 23: 8-node quadratic quadrilateral
eq. 24: 6-node quadratic triangular
eq. 25: belytschko-tsay with
thickness stretch
eq. 26: fully integrated element with
thickness stretch
eq. 27: c0-triangular element with
thickness stretch
eq. 29: cohesive element for shell
edge-to-edge connections
eq. -29: cohesive element with midlayer
coordinate system for pure shear
eq. 30: fast fully integrated element with
2 in-plane integration points
eq. 41: meshfree shell local projection
eq. 42: meshfree shell global projection
eq. 43: meshfree plane strain
eq. 44: meshfree axisymmetric solid
eq. 46: cohesive element compatible with
2D plane stress, plane strain, or
area-weighted axisymmetric
elements
eq. 47: cohesive element compatible with
2d volume-weighted axisymmetric
elements
eq. 52: 2D plane strain xfem
eq. 54: 4-node quadrilateral shell xfem
eq. 55: 8-node 2D plane strain fracture
eq. 98: interpolation shell element
for IGA-SHELLs
eq. -98: interpolation shell element
for IGA-SOLIDs
eq. 99: elastic vibration element
eq. 201: isogeometric nurbs element
ge.1000: user defined (generalized) shell
shell thickness: node 1 .. = 2.00000E-03
node 2 .. = 2.00000E-03
node 3 .. = 2.00000E-03
node 4 .. = 2.00000E-03
shell thickness scale factor ..... = 0.00000E+00
reference surface ................ = 0.00000E+00
eq. 1.0:top
eq. 0.0:middle
eq.-1.0:bottom
mass per unit area ............... = 0.00000E+00
flag for discontinuous thickness
field for elements with thickness
stretch .......................... = 2
eq. 0: default is 1
eq. 1: thickness field is continuous
eq. 2: thickness field is discontinous
eq. 3: thickness strain is governed by
the contact stress
accurate type 16 formulation...... = 1
***********************************************************************
Floor
part id ..................... 2
section id ..................... 2
material id ..................... 1
section title .................. Floor - Just for Contact (Rigid Wall Would Have Worked Also)
material title .................. Aluminum
material type .............. 1
equation-of-state type ..... 0
hourglass type ............. 4
bulk viscosity type ........ 1
density .......................... = 2.59000E-04
hourglass coefficient (membrane).. = 1.00000E-01
hourglass coefficient (rotation).. = 1.00000E-01
hourglass coefficient (warping ).. = 1.00000E-01
quadratic bulk viscosity ......... = 1.50000E+00
linear bulk viscosity ............ = 6.00000E-02
element type ..................... = 2
eq.0: 4, 6, 8, 10-node solid element
eq.1: 2-node beam or truss or 2D shell element
eq.2: 3, 4-node membrane/shell or 2D continuum element
eq.3: 8-node thick shell element
eq.4: SPH element
flag for bulk viscosity in shells. = 0
flag for rbdout/matsum output ... = 0
eq.0: rbdout and matsum
eq.1: rbdout only
eq.2: matsum only
eq.3: no output
static coefficient of friction ... = 0.00000E+00
kinetic coefficient of friction... = 0.00000E+00
exponential decay coefficient .... = 0.00000E+00
viscous friction coefficient ..... = 0.00000E+00
optional contact thickness ....... = 0.00000E+00
optional thickness scale factor... = 0.00000E+00
local penalty scale factor........ = 0.00000E+00
optional beam to beam cparm8...... = 0
flag for adaptive remeshing ...... = 0
eq.0: inactive
eq.1: h-adaptive only
eq.2: r-adaptive only
rayleigh damping coefficient...... = 0.00000E+00
e ................................ = 1.00000E+07
vnu .............................. = 3.30000E-01
for belytschko-schwer beam only
ga, axial damping factor ......... = 0.00000E+00
gb, bending damping factor ....... = 0.00000E+00
shear area factor ................ = 8.33000E-01
thru-thickness integration points = 2.00000E+00
print out option ................. = 3.00000E+00
eq.1.0:average resultants & fiber lengths
eq.2.0:resultants at plan points & fiber lengths
eq.3.0:resultants,stresses all points & fiber lengths
integration rule ................. = 0.00000E+00
lt.0.0:absolute value is specified rule #
eq.0.0:gauss (trapezoidal if > 10 IP)
eq.1.0:trapezoidal rule
shell formulation ................ = -16
eq. 1: hughes-liu
eq. 2: belytschko-tsay
eq. 3: bciz
eq. 4: c0-triangular element
eq. 5: membrane element
eq. 6: s/r hughes-liu
eq. 7: s/r co-rotational hughes-liu
eq. 8: belytschko-leviathan
eq. 9: fully integrated membrane
eq. 10: belytschko-wong-chiang
eq. 11: fast hughes-liu
eq. 12: 2d plane stress
eq. 13: 2d plane strain
eq. 14: 2d axisymmetric (area wgt)
eq. 15: 2d axisymmetric (volume wgt)
eq. 16: fully integrated element
eq. -16: modified fully integrated element
eq. 17: dkt element
eq. 18: dkq-dkt linear element
eq. 20: assumed strain linear element
eq. 21: assumed strain linear elem(5DOF)
eq. 22: linear shear panel element(3DOF)
eq. 23: 8-node quadratic quadrilateral
eq. 24: 6-node quadratic triangular
eq. 25: belytschko-tsay with
thickness stretch
eq. 26: fully integrated element with
thickness stretch
eq. 27: c0-triangular element with
thickness stretch
eq. 29: cohesive element for shell
edge-to-edge connections
eq. -29: cohesive element with midlayer
coordinate system for pure shear
eq. 30: fast fully integrated element with
2 in-plane integration points
eq. 41: meshfree shell local projection
eq. 42: meshfree shell global projection
eq. 43: meshfree plane strain
eq. 44: meshfree axisymmetric solid
eq. 46: cohesive element compatible with
2D plane stress, plane strain, or
area-weighted axisymmetric
elements
eq. 47: cohesive element compatible with
2d volume-weighted axisymmetric
elements
eq. 52: 2D plane strain xfem
eq. 54: 4-node quadrilateral shell xfem
eq. 55: 8-node 2D plane strain fracture
eq. 98: interpolation shell element
for IGA-SHELLs
eq. -98: interpolation shell element
for IGA-SOLIDs
eq. 99: elastic vibration element
eq. 201: isogeometric nurbs element
ge.1000: user defined (generalized) shell
shell thickness: node 1 .. = 1.00000E-02
node 2 .. = 1.00000E-02
node 3 .. = 1.00000E-02
node 4 .. = 1.00000E-02
shell thickness scale factor ..... = 0.00000E+00
reference surface ................ = 0.00000E+00
eq. 1.0:top
eq. 0.0:middle
eq.-1.0:bottom
mass per unit area ............... = 0.00000E+00
flag for discontinuous thickness
field for elements with thickness
stretch .......................... = 2
eq. 0: default is 1
eq. 1: thickness field is continuous
eq. 2: thickness field is discontinous
eq. 3: thickness strain is governed by
the contact stress
accurate type 16 formulation...... = 1
Loading usermat shared library /opt/dyna/ls-dyna_mpp_d_R16_1_1_x64_centos79_ifort190_sse2_openmpi405_sharelib/libmppdyna_d_R16.1.1-20-g0c90cad538_sse2_ifort190_openmpi.so
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
This binary:
build: R16.1.1-20-g0c90cad538
version: mpp
precision: double
nlq: 72
n o d a l p o i n t c o o r d i n a t e s
node ID trnbc x-ord y-ord z-ord rotbc
1 0.0 0.0000E+00 0.1500E+01 0.0000E+00 0.0
2 0.0 0.0000E+00 0.1500E+01 0.1667E+00 0.0
3 0.0 0.0000E+00 0.1500E+01 0.3333E+00 0.0
4 0.0 0.0000E+00 0.1500E+01 0.5000E+00 0.0
5 0.0 0.0000E+00 0.1500E+01 0.6667E+00 0.0
6 0.0 0.0000E+00 0.1500E+01 0.8333E+00 0.0
7 0.0 0.0000E+00 0.1500E+01 0.1000E+01 0.0
8 0.0 0.0000E+00 0.1500E+01 0.1167E+01 0.0
9 0.0 0.0000E+00 0.1500E+01 0.1333E+01 0.0
10 0.0 0.0000E+00 0.1500E+01 0.1500E+01 0.0
11 0.0 0.0000E+00 0.1500E+01 0.1667E+01 0.0
12 0.0 0.0000E+00 0.1500E+01 0.1833E+01 0.0
13 0.0 0.0000E+00 0.1500E+01 0.2000E+01 0.0
14 0.0 0.0000E+00 0.1500E+01 0.2167E+01 0.0
15 0.0 0.0000E+00 0.1500E+01 0.2333E+01 0.0
16 0.0 0.0000E+00 0.1500E+01 0.2500E+01 0.0
17 0.0 0.0000E+00 0.1500E+01 0.2667E+01 0.0
18 0.0 0.0000E+00 0.1500E+01 0.2833E+01 0.0
19 0.0 0.0000E+00 0.1500E+01 0.3000E+01 0.0
20 0.0 0.0000E+00 0.1500E+01 0.3167E+01 0.0
21 0.0 0.0000E+00 0.1500E+01 0.3333E+01 0.0
22 0.0 0.0000E+00 0.1500E+01 0.3500E+01 0.0
23 0.0 0.0000E+00 0.1500E+01 0.3667E+01 0.0
24 0.0 0.0000E+00 0.1500E+01 0.3833E+01 0.0
25 0.0 0.0000E+00 0.1500E+01 0.4000E+01 0.0
26 0.0 0.0000E+00 0.1500E+01 0.4167E+01 0.0
27 0.0 0.0000E+00 0.1500E+01 0.4333E+01 0.0
28 0.0 0.0000E+00 0.1500E+01 0.4500E+01 0.0
29 0.0 0.0000E+00 0.1500E+01 0.4667E+01 0.0
30 0.0 0.0000E+00 0.1500E+01 0.4833E+01 0.0
31 0.0 0.0000E+00 0.1500E+01 0.5000E+01 0.0
32 0.0 0.1239E+00 0.1495E+01 0.5000E+01 0.0
33 0.0 0.2469E+00 0.1480E+01 0.5000E+01 0.0
34 0.0 0.3682E+00 0.1454E+01 0.5000E+01 0.0
35 0.0 0.4870E+00 0.1419E+01 0.5000E+01 0.0
36 0.0 0.6025E+00 0.1374E+01 0.5000E+01 0.0
37 0.0 0.7139E+00 0.1319E+01 0.5000E+01 0.0
38 0.0 0.8204E+00 0.1256E+01 0.5000E+01 0.0
39 0.0 0.9213E+00 0.1184E+01 0.5000E+01 0.0
40 0.0 0.1016E+01 0.1104E+01 0.5000E+01 0.0
41 0.0 0.1104E+01 0.1016E+01 0.5000E+01 0.0
42 0.0 0.1184E+01 0.9213E+00 0.5000E+01 0.0
43 0.0 0.1256E+01 0.8204E+00 0.5000E+01 0.0
44 0.0 0.1319E+01 0.7139E+00 0.5000E+01 0.0
45 0.0 0.1374E+01 0.6025E+00 0.5000E+01 0.0
46 0.0 0.1419E+01 0.4870E+00 0.5000E+01 0.0
47 0.0 0.1454E+01 0.3682E+00 0.5000E+01 0.0
48 0.0 0.1480E+01 0.2469E+00 0.5000E+01 0.0
49 0.0 0.1495E+01 0.1239E+00 0.5000E+01 0.0
50 0.0 0.1500E+01 0.0000E+00 0.5000E+01 0.0
51 0.0 0.1500E+01 0.0000E+00 0.4833E+01 0.0
52 0.0 0.1500E+01 0.0000E+00 0.4667E+01 0.0
53 0.0 0.1500E+01 0.0000E+00 0.4500E+01 0.0
54 0.0 0.1500E+01 0.0000E+00 0.4333E+01 0.0
55 0.0 0.1500E+01 0.0000E+00 0.4167E+01 0.0
56 0.0 0.1500E+01 0.0000E+00 0.4000E+01 0.0
57 0.0 0.1500E+01 0.0000E+00 0.3833E+01 0.0
58 0.0 0.1500E+01 0.0000E+00 0.3667E+01 0.0
59 0.0 0.1500E+01 0.0000E+00 0.3500E+01 0.0
60 0.0 0.1500E+01 0.0000E+00 0.3333E+01 0.0
61 0.0 0.1500E+01 0.0000E+00 0.3167E+01 0.0
62 0.0 0.1500E+01 0.0000E+00 0.3000E+01 0.0
63 0.0 0.1500E+01 0.0000E+00 0.2833E+01 0.0
64 0.0 0.1500E+01 0.0000E+00 0.2667E+01 0.0
65 0.0 0.1500E+01 0.0000E+00 0.2500E+01 0.0
66 0.0 0.1500E+01 0.0000E+00 0.2333E+01 0.0
67 0.0 0.1500E+01 0.0000E+00 0.2167E+01 0.0
68 0.0 0.1500E+01 0.0000E+00 0.2000E+01 0.0
69 0.0 0.1500E+01 0.0000E+00 0.1833E+01 0.0
70 0.0 0.1500E+01 0.0000E+00 0.1667E+01 0.0
71 0.0 0.1500E+01 0.0000E+00 0.1500E+01 0.0
72 0.0 0.1500E+01 0.0000E+00 0.1333E+01 0.0
73 0.0 0.1500E+01 0.0000E+00 0.1167E+01 0.0
74 0.0 0.1500E+01 0.0000E+00 0.1000E+01 0.0
75 0.0 0.1500E+01 0.0000E+00 0.8333E+00 0.0
76 0.0 0.1500E+01 0.0000E+00 0.6667E+00 0.0
77 0.0 0.1500E+01 0.0000E+00 0.5000E+00 0.0
78 0.0 0.1500E+01 0.0000E+00 0.3333E+00 0.0
79 0.0 0.1500E+01 0.0000E+00 0.1667E+00 0.0
80 0.0 0.1500E+01 0.0000E+00 0.0000E+00 0.0
81 0.0 0.1495E+01 0.1239E+00 0.0000E+00 0.0
82 0.0 0.1480E+01 0.2469E+00 0.0000E+00 0.0
83 0.0 0.1454E+01 0.3682E+00 0.0000E+00 0.0
84 0.0 0.1419E+01 0.4870E+00 0.0000E+00 0.0
85 0.0 0.1374E+01 0.6025E+00 0.0000E+00 0.0
86 0.0 0.1319E+01 0.7139E+00 0.0000E+00 0.0
87 0.0 0.1256E+01 0.8204E+00 0.0000E+00 0.0
88 0.0 0.1184E+01 0.9213E+00 0.0000E+00 0.0
89 0.0 0.1104E+01 0.1016E+01 0.0000E+00 0.0
90 0.0 0.1016E+01 0.1104E+01 0.0000E+00 0.0
91 0.0 0.9213E+00 0.1184E+01 0.0000E+00 0.0
92 0.0 0.8204E+00 0.1256E+01 0.0000E+00 0.0
93 0.0 0.7139E+00 0.1319E+01 0.0000E+00 0.0
94 0.0 0.6025E+00 0.1374E+01 0.0000E+00 0.0
95 0.0 0.4870E+00 0.1419E+01 0.0000E+00 0.0
96 0.0 0.3682E+00 0.1454E+01 0.0000E+00 0.0
97 0.0 0.2469E+00 0.1480E+01 0.0000E+00 0.0
98 0.0 0.1239E+00 0.1495E+01 0.0000E+00 0.0
99 0.0 0.1239E+00 0.1495E+01 0.1667E+00 0.0
100 0.0 0.1239E+00 0.1495E+01 0.3333E+00 0.0
101 0.0 0.1239E+00 0.1495E+01 0.5000E+00 0.0
102 0.0 0.1239E+00 0.1495E+01 0.6667E+00 0.0
103 0.0 0.1239E+00 0.1495E+01 0.8333E+00 0.0
104 0.0 0.1239E+00 0.1495E+01 0.1000E+01 0.0
105 0.0 0.1239E+00 0.1495E+01 0.1167E+01 0.0
106 0.0 0.1239E+00 0.1495E+01 0.1333E+01 0.0
107 0.0 0.1239E+00 0.1495E+01 0.1500E+01 0.0
108 0.0 0.1239E+00 0.1495E+01 0.1667E+01 0.0
109 0.0 0.1239E+00 0.1495E+01 0.1833E+01 0.0
110 0.0 0.1239E+00 0.1495E+01 0.2000E+01 0.0
111 0.0 0.1239E+00 0.1495E+01 0.2167E+01 0.0
112 0.0 0.1239E+00 0.1495E+01 0.2333E+01 0.0
113 0.0 0.1239E+00 0.1495E+01 0.2500E+01 0.0
114 0.0 0.1239E+00 0.1495E+01 0.2667E+01 0.0
115 0.0 0.1239E+00 0.1495E+01 0.2833E+01 0.0
116 0.0 0.1239E+00 0.1495E+01 0.3000E+01 0.0
117 0.0 0.1239E+00 0.1495E+01 0.3167E+01 0.0
118 0.0 0.1239E+00 0.1495E+01 0.3333E+01 0.0
119 0.0 0.1239E+00 0.1495E+01 0.3500E+01 0.0
120 0.0 0.1239E+00 0.1495E+01 0.3667E+01 0.0
121 0.0 0.1239E+00 0.1495E+01 0.3833E+01 0.0
122 0.0 0.1239E+00 0.1495E+01 0.4000E+01 0.0
123 0.0 0.1239E+00 0.1495E+01 0.4167E+01 0.0
124 0.0 0.1239E+00 0.1495E+01 0.4333E+01 0.0
125 0.0 0.1239E+00 0.1495E+01 0.4500E+01 0.0
126 0.0 0.1239E+00 0.1495E+01 0.4667E+01 0.0
127 0.0 0.1239E+00 0.1495E+01 0.4833E+01 0.0
128 0.0 0.2469E+00 0.1480E+01 0.1667E+00 0.0
129 0.0 0.2469E+00 0.1480E+01 0.3333E+00 0.0
130 0.0 0.2469E+00 0.1480E+01 0.5000E+00 0.0
131 0.0 0.2469E+00 0.1480E+01 0.6667E+00 0.0
132 0.0 0.2469E+00 0.1480E+01 0.8333E+00 0.0
133 0.0 0.2469E+00 0.1480E+01 0.1000E+01 0.0
134 0.0 0.2469E+00 0.1480E+01 0.1167E+01 0.0
135 0.0 0.2469E+00 0.1480E+01 0.1333E+01 0.0
136 0.0 0.2469E+00 0.1480E+01 0.1500E+01 0.0
137 0.0 0.2469E+00 0.1480E+01 0.1667E+01 0.0
138 0.0 0.2469E+00 0.1480E+01 0.1833E+01 0.0
139 0.0 0.2469E+00 0.1480E+01 0.2000E+01 0.0
140 0.0 0.2469E+00 0.1480E+01 0.2167E+01 0.0
141 0.0 0.2469E+00 0.1480E+01 0.2333E+01 0.0
142 0.0 0.2469E+00 0.1480E+01 0.2500E+01 0.0
143 0.0 0.2469E+00 0.1480E+01 0.2667E+01 0.0
144 0.0 0.2469E+00 0.1480E+01 0.2833E+01 0.0
145 0.0 0.2469E+00 0.1480E+01 0.3000E+01 0.0
146 0.0 0.2469E+00 0.1480E+01 0.3167E+01 0.0
147 0.0 0.2469E+00 0.1480E+01 0.3333E+01 0.0
148 0.0 0.2469E+00 0.1480E+01 0.3500E+01 0.0
149 0.0 0.2469E+00 0.1480E+01 0.3667E+01 0.0
150 0.0 0.2469E+00 0.1480E+01 0.3833E+01 0.0
151 0.0 0.2469E+00 0.1480E+01 0.4000E+01 0.0
152 0.0 0.2469E+00 0.1480E+01 0.4167E+01 0.0
153 0.0 0.2469E+00 0.1480E+01 0.4333E+01 0.0
154 0.0 0.2469E+00 0.1480E+01 0.4500E+01 0.0
155 0.0 0.2469E+00 0.1480E+01 0.4667E+01 0.0
156 0.0 0.2469E+00 0.1480E+01 0.4833E+01 0.0
157 0.0 0.3682E+00 0.1454E+01 0.1667E+00 0.0
158 0.0 0.3682E+00 0.1454E+01 0.3333E+00 0.0
159 0.0 0.3682E+00 0.1454E+01 0.5000E+00 0.0
160 0.0 0.3682E+00 0.1454E+01 0.6667E+00 0.0
161 0.0 0.3682E+00 0.1454E+01 0.8333E+00 0.0
162 0.0 0.3682E+00 0.1454E+01 0.1000E+01 0.0
163 0.0 0.3682E+00 0.1454E+01 0.1167E+01 0.0
164 0.0 0.3682E+00 0.1454E+01 0.1333E+01 0.0
165 0.0 0.3682E+00 0.1454E+01 0.1500E+01 0.0
166 0.0 0.3682E+00 0.1454E+01 0.1667E+01 0.0
167 0.0 0.3682E+00 0.1454E+01 0.1833E+01 0.0
168 0.0 0.3682E+00 0.1454E+01 0.2000E+01 0.0
169 0.0 0.3682E+00 0.1454E+01 0.2167E+01 0.0
170 0.0 0.3682E+00 0.1454E+01 0.2333E+01 0.0
171 0.0 0.3682E+00 0.1454E+01 0.2500E+01 0.0
172 0.0 0.3682E+00 0.1454E+01 0.2667E+01 0.0
173 0.0 0.3682E+00 0.1454E+01 0.2833E+01 0.0
174 0.0 0.3682E+00 0.1454E+01 0.3000E+01 0.0
175 0.0 0.3682E+00 0.1454E+01 0.3167E+01 0.0
176 0.0 0.3682E+00 0.1454E+01 0.3333E+01 0.0
177 0.0 0.3682E+00 0.1454E+01 0.3500E+01 0.0
178 0.0 0.3682E+00 0.1454E+01 0.3667E+01 0.0
179 0.0 0.3682E+00 0.1454E+01 0.3833E+01 0.0
180 0.0 0.3682E+00 0.1454E+01 0.4000E+01 0.0
181 0.0 0.3682E+00 0.1454E+01 0.4167E+01 0.0
182 0.0 0.3682E+00 0.1454E+01 0.4333E+01 0.0
183 0.0 0.3682E+00 0.1454E+01 0.4500E+01 0.0
184 0.0 0.3682E+00 0.1454E+01 0.4667E+01 0.0
185 0.0 0.3682E+00 0.1454E+01 0.4833E+01 0.0
186 0.0 0.4870E+00 0.1419E+01 0.1667E+00 0.0
187 0.0 0.4870E+00 0.1419E+01 0.3333E+00 0.0
188 0.0 0.4870E+00 0.1419E+01 0.5000E+00 0.0
189 0.0 0.4870E+00 0.1419E+01 0.6667E+00 0.0
190 0.0 0.4870E+00 0.1419E+01 0.8333E+00 0.0
191 0.0 0.4870E+00 0.1419E+01 0.1000E+01 0.0
192 0.0 0.4870E+00 0.1419E+01 0.1167E+01 0.0
193 0.0 0.4870E+00 0.1419E+01 0.1333E+01 0.0
194 0.0 0.4870E+00 0.1419E+01 0.1500E+01 0.0
195 0.0 0.4870E+00 0.1419E+01 0.1667E+01 0.0
196 0.0 0.4870E+00 0.1419E+01 0.1833E+01 0.0
197 0.0 0.4870E+00 0.1419E+01 0.2000E+01 0.0
198 0.0 0.4870E+00 0.1419E+01 0.2167E+01 0.0
199 0.0 0.4870E+00 0.1419E+01 0.2333E+01 0.0
200 0.0 0.4870E+00 0.1419E+01 0.2500E+01 0.0
201 0.0 0.4870E+00 0.1419E+01 0.2667E+01 0.0
202 0.0 0.4870E+00 0.1419E+01 0.2833E+01 0.0
203 0.0 0.4870E+00 0.1419E+01 0.3000E+01 0.0
204 0.0 0.4870E+00 0.1419E+01 0.3167E+01 0.0
205 0.0 0.4870E+00 0.1419E+01 0.3333E+01 0.0
206 0.0 0.4870E+00 0.1419E+01 0.3500E+01 0.0
207 0.0 0.4870E+00 0.1419E+01 0.3667E+01 0.0
208 0.0 0.4870E+00 0.1419E+01 0.3833E+01 0.0
209 0.0 0.4870E+00 0.1419E+01 0.4000E+01 0.0
210 0.0 0.4870E+00 0.1419E+01 0.4167E+01 0.0
211 0.0 0.4870E+00 0.1419E+01 0.4333E+01 0.0
212 0.0 0.4870E+00 0.1419E+01 0.4500E+01 0.0
213 0.0 0.4870E+00 0.1419E+01 0.4667E+01 0.0
214 0.0 0.4870E+00 0.1419E+01 0.4833E+01 0.0
215 0.0 0.6025E+00 0.1374E+01 0.1667E+00 0.0
216 0.0 0.6025E+00 0.1374E+01 0.3333E+00 0.0
217 0.0 0.6025E+00 0.1374E+01 0.5000E+00 0.0
218 0.0 0.6025E+00 0.1374E+01 0.6667E+00 0.0
219 0.0 0.6025E+00 0.1374E+01 0.8333E+00 0.0
220 0.0 0.6025E+00 0.1374E+01 0.1000E+01 0.0
221 0.0 0.6025E+00 0.1374E+01 0.1167E+01 0.0
222 0.0 0.6025E+00 0.1374E+01 0.1333E+01 0.0
223 0.0 0.6025E+00 0.1374E+01 0.1500E+01 0.0
224 0.0 0.6025E+00 0.1374E+01 0.1667E+01 0.0
225 0.0 0.6025E+00 0.1374E+01 0.1833E+01 0.0
226 0.0 0.6025E+00 0.1374E+01 0.2000E+01 0.0
227 0.0 0.6025E+00 0.1374E+01 0.2167E+01 0.0
228 0.0 0.6025E+00 0.1374E+01 0.2333E+01 0.0
229 0.0 0.6025E+00 0.1374E+01 0.2500E+01 0.0
230 0.0 0.6025E+00 0.1374E+01 0.2667E+01 0.0
231 0.0 0.6025E+00 0.1374E+01 0.2833E+01 0.0
232 0.0 0.6025E+00 0.1374E+01 0.3000E+01 0.0
233 0.0 0.6025E+00 0.1374E+01 0.3167E+01 0.0
234 0.0 0.6025E+00 0.1374E+01 0.3333E+01 0.0
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1820 0.0 -0.4870E+00 0.1419E+01 0.0000E+00 0.0
1821 0.0 -0.6025E+00 0.1374E+01 0.0000E+00 0.0
1822 0.0 -0.7139E+00 0.1319E+01 0.0000E+00 0.0
1823 0.0 -0.8204E+00 0.1256E+01 0.0000E+00 0.0
1824 0.0 -0.9213E+00 0.1184E+01 0.0000E+00 0.0
1825 0.0 -0.1016E+01 0.1104E+01 0.0000E+00 0.0
1826 0.0 -0.1104E+01 0.1016E+01 0.0000E+00 0.0
1827 0.0 -0.1184E+01 0.9213E+00 0.0000E+00 0.0
1828 0.0 -0.1256E+01 0.8204E+00 0.0000E+00 0.0
1829 0.0 -0.1319E+01 0.7139E+00 0.0000E+00 0.0
1830 0.0 -0.1374E+01 0.6025E+00 0.0000E+00 0.0
1831 0.0 -0.1419E+01 0.4870E+00 0.0000E+00 0.0
1832 0.0 -0.1454E+01 0.3682E+00 0.0000E+00 0.0
1833 0.0 -0.1480E+01 0.2469E+00 0.0000E+00 0.0
1834 0.0 -0.1495E+01 0.1239E+00 0.0000E+00 0.0
1835 0.0 -0.1495E+01 0.1239E+00 0.4833E+01 0.0
1836 0.0 -0.1480E+01 0.2469E+00 0.4833E+01 0.0
1837 0.0 -0.1454E+01 0.3682E+00 0.4833E+01 0.0
1838 0.0 -0.1419E+01 0.4870E+00 0.4833E+01 0.0
1839 0.0 -0.1374E+01 0.6025E+00 0.4833E+01 0.0
1840 0.0 -0.1319E+01 0.7139E+00 0.4833E+01 0.0
1841 0.0 -0.1256E+01 0.8204E+00 0.4833E+01 0.0
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1847 0.0 -0.7139E+00 0.1319E+01 0.4833E+01 0.0
1848 0.0 -0.6025E+00 0.1374E+01 0.4833E+01 0.0
1849 0.0 -0.4870E+00 0.1419E+01 0.4833E+01 0.0
1850 0.0 -0.3682E+00 0.1454E+01 0.4833E+01 0.0
1851 0.0 -0.2469E+00 0.1480E+01 0.4833E+01 0.0
1852 0.0 -0.1239E+00 0.1495E+01 0.4833E+01 0.0
1853 0.0 -0.1495E+01 0.1239E+00 0.4667E+01 0.0
1854 0.0 -0.1480E+01 0.2469E+00 0.4667E+01 0.0
1855 0.0 -0.1454E+01 0.3682E+00 0.4667E+01 0.0
1856 0.0 -0.1419E+01 0.4870E+00 0.4667E+01 0.0
1857 0.0 -0.1374E+01 0.6025E+00 0.4667E+01 0.0
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1859 0.0 -0.1256E+01 0.8204E+00 0.4667E+01 0.0
1860 0.0 -0.1184E+01 0.9213E+00 0.4667E+01 0.0
1861 0.0 -0.1104E+01 0.1016E+01 0.4667E+01 0.0
1862 0.0 -0.1016E+01 0.1104E+01 0.4667E+01 0.0
1863 0.0 -0.9213E+00 0.1184E+01 0.4667E+01 0.0
1864 0.0 -0.8204E+00 0.1256E+01 0.4667E+01 0.0
1865 0.0 -0.7139E+00 0.1319E+01 0.4667E+01 0.0
1866 0.0 -0.6025E+00 0.1374E+01 0.4667E+01 0.0
1867 0.0 -0.4870E+00 0.1419E+01 0.4667E+01 0.0
1868 0.0 -0.3682E+00 0.1454E+01 0.4667E+01 0.0
1869 0.0 -0.2469E+00 0.1480E+01 0.4667E+01 0.0
1870 0.0 -0.1239E+00 0.1495E+01 0.4667E+01 0.0
1871 0.0 -0.1495E+01 0.1239E+00 0.4500E+01 0.0
1872 0.0 -0.1480E+01 0.2469E+00 0.4500E+01 0.0
1873 0.0 -0.1454E+01 0.3682E+00 0.4500E+01 0.0
1874 0.0 -0.1419E+01 0.4870E+00 0.4500E+01 0.0
1875 0.0 -0.1374E+01 0.6025E+00 0.4500E+01 0.0
1876 0.0 -0.1319E+01 0.7139E+00 0.4500E+01 0.0
1877 0.0 -0.1256E+01 0.8204E+00 0.4500E+01 0.0
1878 0.0 -0.1184E+01 0.9213E+00 0.4500E+01 0.0
1879 0.0 -0.1104E+01 0.1016E+01 0.4500E+01 0.0
1880 0.0 -0.1016E+01 0.1104E+01 0.4500E+01 0.0
1881 0.0 -0.9213E+00 0.1184E+01 0.4500E+01 0.0
1882 0.0 -0.8204E+00 0.1256E+01 0.4500E+01 0.0
1883 0.0 -0.7139E+00 0.1319E+01 0.4500E+01 0.0
1884 0.0 -0.6025E+00 0.1374E+01 0.4500E+01 0.0
1885 0.0 -0.4870E+00 0.1419E+01 0.4500E+01 0.0
1886 0.0 -0.3682E+00 0.1454E+01 0.4500E+01 0.0
1887 0.0 -0.2469E+00 0.1480E+01 0.4500E+01 0.0
1888 0.0 -0.1239E+00 0.1495E+01 0.4500E+01 0.0
1889 0.0 -0.1495E+01 0.1239E+00 0.4333E+01 0.0
1890 0.0 -0.1480E+01 0.2469E+00 0.4333E+01 0.0
1891 0.0 -0.1454E+01 0.3682E+00 0.4333E+01 0.0
1892 0.0 -0.1419E+01 0.4870E+00 0.4333E+01 0.0
1893 0.0 -0.1374E+01 0.6025E+00 0.4333E+01 0.0
1894 0.0 -0.1319E+01 0.7139E+00 0.4333E+01 0.0
1895 0.0 -0.1256E+01 0.8204E+00 0.4333E+01 0.0
1896 0.0 -0.1184E+01 0.9213E+00 0.4333E+01 0.0
1897 0.0 -0.1104E+01 0.1016E+01 0.4333E+01 0.0
1898 0.0 -0.1016E+01 0.1104E+01 0.4333E+01 0.0
1899 0.0 -0.9213E+00 0.1184E+01 0.4333E+01 0.0
1900 0.0 -0.8204E+00 0.1256E+01 0.4333E+01 0.0
1901 0.0 -0.7139E+00 0.1319E+01 0.4333E+01 0.0
1902 0.0 -0.6025E+00 0.1374E+01 0.4333E+01 0.0
1903 0.0 -0.4870E+00 0.1419E+01 0.4333E+01 0.0
1904 0.0 -0.3682E+00 0.1454E+01 0.4333E+01 0.0
1905 0.0 -0.2469E+00 0.1480E+01 0.4333E+01 0.0
1906 0.0 -0.1239E+00 0.1495E+01 0.4333E+01 0.0
1907 0.0 -0.1495E+01 0.1239E+00 0.4167E+01 0.0
1908 0.0 -0.1480E+01 0.2469E+00 0.4167E+01 0.0
1909 0.0 -0.1454E+01 0.3682E+00 0.4167E+01 0.0
1910 0.0 -0.1419E+01 0.4870E+00 0.4167E+01 0.0
1911 0.0 -0.1374E+01 0.6025E+00 0.4167E+01 0.0
1912 0.0 -0.1319E+01 0.7139E+00 0.4167E+01 0.0
1913 0.0 -0.1256E+01 0.8204E+00 0.4167E+01 0.0
1914 0.0 -0.1184E+01 0.9213E+00 0.4167E+01 0.0
1915 0.0 -0.1104E+01 0.1016E+01 0.4167E+01 0.0
1916 0.0 -0.1016E+01 0.1104E+01 0.4167E+01 0.0
1917 0.0 -0.9213E+00 0.1184E+01 0.4167E+01 0.0
1918 0.0 -0.8204E+00 0.1256E+01 0.4167E+01 0.0
1919 0.0 -0.7139E+00 0.1319E+01 0.4167E+01 0.0
1920 0.0 -0.6025E+00 0.1374E+01 0.4167E+01 0.0
1921 0.0 -0.4870E+00 0.1419E+01 0.4167E+01 0.0
1922 0.0 -0.3682E+00 0.1454E+01 0.4167E+01 0.0
1923 0.0 -0.2469E+00 0.1480E+01 0.4167E+01 0.0
1924 0.0 -0.1239E+00 0.1495E+01 0.4167E+01 0.0
1925 0.0 -0.1495E+01 0.1239E+00 0.4000E+01 0.0
1926 0.0 -0.1480E+01 0.2469E+00 0.4000E+01 0.0
1927 0.0 -0.1454E+01 0.3682E+00 0.4000E+01 0.0
1928 0.0 -0.1419E+01 0.4870E+00 0.4000E+01 0.0
1929 0.0 -0.1374E+01 0.6025E+00 0.4000E+01 0.0
1930 0.0 -0.1319E+01 0.7139E+00 0.4000E+01 0.0
1931 0.0 -0.1256E+01 0.8204E+00 0.4000E+01 0.0
1932 0.0 -0.1184E+01 0.9213E+00 0.4000E+01 0.0
1933 0.0 -0.1104E+01 0.1016E+01 0.4000E+01 0.0
1934 0.0 -0.1016E+01 0.1104E+01 0.4000E+01 0.0
1935 0.0 -0.9213E+00 0.1184E+01 0.4000E+01 0.0
1936 0.0 -0.8204E+00 0.1256E+01 0.4000E+01 0.0
1937 0.0 -0.7139E+00 0.1319E+01 0.4000E+01 0.0
1938 0.0 -0.6025E+00 0.1374E+01 0.4000E+01 0.0
1939 0.0 -0.4870E+00 0.1419E+01 0.4000E+01 0.0
1940 0.0 -0.3682E+00 0.1454E+01 0.4000E+01 0.0
1941 0.0 -0.2469E+00 0.1480E+01 0.4000E+01 0.0
1942 0.0 -0.1239E+00 0.1495E+01 0.4000E+01 0.0
1943 0.0 -0.1495E+01 0.1239E+00 0.3833E+01 0.0
1944 0.0 -0.1480E+01 0.2469E+00 0.3833E+01 0.0
1945 0.0 -0.1454E+01 0.3682E+00 0.3833E+01 0.0
1946 0.0 -0.1419E+01 0.4870E+00 0.3833E+01 0.0
1947 0.0 -0.1374E+01 0.6025E+00 0.3833E+01 0.0
1948 0.0 -0.1319E+01 0.7139E+00 0.3833E+01 0.0
1949 0.0 -0.1256E+01 0.8204E+00 0.3833E+01 0.0
1950 0.0 -0.1184E+01 0.9213E+00 0.3833E+01 0.0
1951 0.0 -0.1104E+01 0.1016E+01 0.3833E+01 0.0
1952 0.0 -0.1016E+01 0.1104E+01 0.3833E+01 0.0
1953 0.0 -0.9213E+00 0.1184E+01 0.3833E+01 0.0
1954 0.0 -0.8204E+00 0.1256E+01 0.3833E+01 0.0
1955 0.0 -0.7139E+00 0.1319E+01 0.3833E+01 0.0
1956 0.0 -0.6025E+00 0.1374E+01 0.3833E+01 0.0
1957 0.0 -0.4870E+00 0.1419E+01 0.3833E+01 0.0
1958 0.0 -0.3682E+00 0.1454E+01 0.3833E+01 0.0
1959 0.0 -0.2469E+00 0.1480E+01 0.3833E+01 0.0
1960 0.0 -0.1239E+00 0.1495E+01 0.3833E+01 0.0
1961 0.0 -0.1495E+01 0.1239E+00 0.3667E+01 0.0
1962 0.0 -0.1480E+01 0.2469E+00 0.3667E+01 0.0
1963 0.0 -0.1454E+01 0.3682E+00 0.3667E+01 0.0
1964 0.0 -0.1419E+01 0.4870E+00 0.3667E+01 0.0
1965 0.0 -0.1374E+01 0.6025E+00 0.3667E+01 0.0
1966 0.0 -0.1319E+01 0.7139E+00 0.3667E+01 0.0
1967 0.0 -0.1256E+01 0.8204E+00 0.3667E+01 0.0
1968 0.0 -0.1184E+01 0.9213E+00 0.3667E+01 0.0
1969 0.0 -0.1104E+01 0.1016E+01 0.3667E+01 0.0
1970 0.0 -0.1016E+01 0.1104E+01 0.3667E+01 0.0
1971 0.0 -0.9213E+00 0.1184E+01 0.3667E+01 0.0
1972 0.0 -0.8204E+00 0.1256E+01 0.3667E+01 0.0
1973 0.0 -0.7139E+00 0.1319E+01 0.3667E+01 0.0
1974 0.0 -0.6025E+00 0.1374E+01 0.3667E+01 0.0
1975 0.0 -0.4870E+00 0.1419E+01 0.3667E+01 0.0
1976 0.0 -0.3682E+00 0.1454E+01 0.3667E+01 0.0
1977 0.0 -0.2469E+00 0.1480E+01 0.3667E+01 0.0
1978 0.0 -0.1239E+00 0.1495E+01 0.3667E+01 0.0
1979 0.0 -0.1495E+01 0.1239E+00 0.3500E+01 0.0
1980 0.0 -0.1480E+01 0.2469E+00 0.3500E+01 0.0
1981 0.0 -0.1454E+01 0.3682E+00 0.3500E+01 0.0
1982 0.0 -0.1419E+01 0.4870E+00 0.3500E+01 0.0
1983 0.0 -0.1374E+01 0.6025E+00 0.3500E+01 0.0
1984 0.0 -0.1319E+01 0.7139E+00 0.3500E+01 0.0
1985 0.0 -0.1256E+01 0.8204E+00 0.3500E+01 0.0
1986 0.0 -0.1184E+01 0.9213E+00 0.3500E+01 0.0
1987 0.0 -0.1104E+01 0.1016E+01 0.3500E+01 0.0
1988 0.0 -0.1016E+01 0.1104E+01 0.3500E+01 0.0
1989 0.0 -0.9213E+00 0.1184E+01 0.3500E+01 0.0
1990 0.0 -0.8204E+00 0.1256E+01 0.3500E+01 0.0
1991 0.0 -0.7139E+00 0.1319E+01 0.3500E+01 0.0
1992 0.0 -0.6025E+00 0.1374E+01 0.3500E+01 0.0
1993 0.0 -0.4870E+00 0.1419E+01 0.3500E+01 0.0
1994 0.0 -0.3682E+00 0.1454E+01 0.3500E+01 0.0
1995 0.0 -0.2469E+00 0.1480E+01 0.3500E+01 0.0
1996 0.0 -0.1239E+00 0.1495E+01 0.3500E+01 0.0
1997 0.0 -0.1495E+01 0.1239E+00 0.3333E+01 0.0
1998 0.0 -0.1480E+01 0.2469E+00 0.3333E+01 0.0
1999 0.0 -0.1454E+01 0.3682E+00 0.3333E+01 0.0
2000 0.0 -0.1419E+01 0.4870E+00 0.3333E+01 0.0
2001 0.0 -0.1374E+01 0.6025E+00 0.3333E+01 0.0
2002 0.0 -0.1319E+01 0.7139E+00 0.3333E+01 0.0
2003 0.0 -0.1256E+01 0.8204E+00 0.3333E+01 0.0
2004 0.0 -0.1184E+01 0.9213E+00 0.3333E+01 0.0
2005 0.0 -0.1104E+01 0.1016E+01 0.3333E+01 0.0
2006 0.0 -0.1016E+01 0.1104E+01 0.3333E+01 0.0
2007 0.0 -0.9213E+00 0.1184E+01 0.3333E+01 0.0
2008 0.0 -0.8204E+00 0.1256E+01 0.3333E+01 0.0
2009 0.0 -0.7139E+00 0.1319E+01 0.3333E+01 0.0
2010 0.0 -0.6025E+00 0.1374E+01 0.3333E+01 0.0
2011 0.0 -0.4870E+00 0.1419E+01 0.3333E+01 0.0
2012 0.0 -0.3682E+00 0.1454E+01 0.3333E+01 0.0
2013 0.0 -0.2469E+00 0.1480E+01 0.3333E+01 0.0
2014 0.0 -0.1239E+00 0.1495E+01 0.3333E+01 0.0
2015 0.0 -0.1495E+01 0.1239E+00 0.3167E+01 0.0
2016 0.0 -0.1480E+01 0.2469E+00 0.3167E+01 0.0
2017 0.0 -0.1454E+01 0.3682E+00 0.3167E+01 0.0
2018 0.0 -0.1419E+01 0.4870E+00 0.3167E+01 0.0
2019 0.0 -0.1374E+01 0.6025E+00 0.3167E+01 0.0
2020 0.0 -0.1319E+01 0.7139E+00 0.3167E+01 0.0
2021 0.0 -0.1256E+01 0.8204E+00 0.3167E+01 0.0
2022 0.0 -0.1184E+01 0.9213E+00 0.3167E+01 0.0
2023 0.0 -0.1104E+01 0.1016E+01 0.3167E+01 0.0
2024 0.0 -0.1016E+01 0.1104E+01 0.3167E+01 0.0
2025 0.0 -0.9213E+00 0.1184E+01 0.3167E+01 0.0
2026 0.0 -0.8204E+00 0.1256E+01 0.3167E+01 0.0
2027 0.0 -0.7139E+00 0.1319E+01 0.3167E+01 0.0
2028 0.0 -0.6025E+00 0.1374E+01 0.3167E+01 0.0
2029 0.0 -0.4870E+00 0.1419E+01 0.3167E+01 0.0
2030 0.0 -0.3682E+00 0.1454E+01 0.3167E+01 0.0
2031 0.0 -0.2469E+00 0.1480E+01 0.3167E+01 0.0
2032 0.0 -0.1239E+00 0.1495E+01 0.3167E+01 0.0
2033 0.0 -0.1495E+01 0.1239E+00 0.3000E+01 0.0
2034 0.0 -0.1480E+01 0.2469E+00 0.3000E+01 0.0
2035 0.0 -0.1454E+01 0.3682E+00 0.3000E+01 0.0
2036 0.0 -0.1419E+01 0.4870E+00 0.3000E+01 0.0
2037 0.0 -0.1374E+01 0.6025E+00 0.3000E+01 0.0
2038 0.0 -0.1319E+01 0.7139E+00 0.3000E+01 0.0
2039 0.0 -0.1256E+01 0.8204E+00 0.3000E+01 0.0
2040 0.0 -0.1184E+01 0.9213E+00 0.3000E+01 0.0
2041 0.0 -0.1104E+01 0.1016E+01 0.3000E+01 0.0
2042 0.0 -0.1016E+01 0.1104E+01 0.3000E+01 0.0
2043 0.0 -0.9213E+00 0.1184E+01 0.3000E+01 0.0
2044 0.0 -0.8204E+00 0.1256E+01 0.3000E+01 0.0
2045 0.0 -0.7139E+00 0.1319E+01 0.3000E+01 0.0
2046 0.0 -0.6025E+00 0.1374E+01 0.3000E+01 0.0
2047 0.0 -0.4870E+00 0.1419E+01 0.3000E+01 0.0
2048 0.0 -0.3682E+00 0.1454E+01 0.3000E+01 0.0
2049 0.0 -0.2469E+00 0.1480E+01 0.3000E+01 0.0
2050 0.0 -0.1239E+00 0.1495E+01 0.3000E+01 0.0
2051 0.0 -0.1495E+01 0.1239E+00 0.2833E+01 0.0
2052 0.0 -0.1480E+01 0.2469E+00 0.2833E+01 0.0
2053 0.0 -0.1454E+01 0.3682E+00 0.2833E+01 0.0
2054 0.0 -0.1419E+01 0.4870E+00 0.2833E+01 0.0
2055 0.0 -0.1374E+01 0.6025E+00 0.2833E+01 0.0
2056 0.0 -0.1319E+01 0.7139E+00 0.2833E+01 0.0
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4174 0.0 0.9981E+00 0.1629E+01 -0.1100E-01 0.0
4175 0.0 0.9202E+00 0.1502E+01 -0.1100E-01 0.0
4176 0.0 0.1501E+01 0.6218E+00 -0.1100E-01 0.0
4177 0.0 0.1627E+01 0.6739E+00 -0.1100E-01 0.0
4178 0.0 0.1765E+01 0.7310E+00 -0.1100E-01 0.0
4179 0.0 0.1915E+01 0.7933E+00 -0.1100E-01 0.0
4180 0.0 0.1677E+01 0.1219E+01 -0.1100E-01 0.0
4181 0.0 0.1545E+01 0.1123E+01 -0.1100E-01 0.0
4182 0.0 0.1425E+01 0.1035E+01 -0.1100E-01 0.0
4183 0.0 0.1315E+01 0.9552E+00 -0.1100E-01 0.0
4184 0.0 0.1448E+01 0.7377E+00 -0.1100E-01 0.0
4185 0.0 0.1569E+01 0.7995E+00 -0.1100E-01 0.0
4186 0.0 0.1702E+01 0.8672E+00 -0.1100E-01 0.0
4187 0.0 0.1847E+01 0.9412E+00 -0.1100E-01 0.0
4188 0.0 0.1768E+01 0.1083E+01 -0.1100E-01 0.0
4189 0.0 0.1385E+01 0.8490E+00 -0.1100E-01 0.0
4190 0.0 0.1629E+01 0.9981E+00 -0.1100E-01 0.0
4191 0.0 0.1502E+01 0.9202E+00 -0.1100E-01 0.0
4192 0.0 0.1712E+01 0.4111E+00 -0.1100E-01 0.0
4193 0.0 0.2016E+01 0.4839E+00 -0.1100E-01 0.0
4194 0.0 0.1858E+01 0.4459E+00 -0.1100E-01 0.0
4195 0.0 0.1580E+01 0.3793E+00 -0.1100E-01 0.0
4196 0.0 0.2067E+01 -0.1627E+00 -0.1100E-01 0.0
4197 0.0 0.1905E+01 -0.1500E+00 -0.1100E-01 0.0
4198 0.0 0.1756E+01 -0.1383E+00 -0.1100E-01 0.0
4199 0.0 0.1620E+01 -0.1275E+00 -0.1100E-01 0.0
4200 0.0 -0.3817E-04 -0.1625E+01 -0.1100E-01 0.0
4201 0.0 -0.6394E-04 -0.1762E+01 -0.1100E-01 0.0
4202 0.0 -0.6224E-04 -0.1911E+01 -0.1100E-01 0.0
4203 0.0 -0.3991E-04 -0.2073E+01 -0.1100E-01 0.0
4204 0.0 0.1275E+00 -0.1620E+01 -0.1100E-01 0.0
4205 0.0 0.1381E+00 -0.1756E+01 -0.1100E-01 0.0
4206 0.0 0.1498E+00 -0.1905E+01 -0.1100E-01 0.0
4207 0.0 0.1626E+00 -0.2067E+01 -0.1100E-01 0.0
4208 0.0 0.2542E+00 -0.1605E+01 -0.1100E-01 0.0
4209 0.0 0.2755E+00 -0.1740E+01 -0.1100E-01 0.0
4210 0.0 0.2988E+00 -0.1887E+01 -0.1100E-01 0.0
4211 0.0 0.3243E+00 -0.2048E+01 -0.1100E-01 0.0
4212 0.0 0.5021E+00 -0.1545E+01 -0.1100E-01 0.0
4213 0.0 0.5442E+00 -0.1675E+01 -0.1100E-01 0.0
4214 0.0 0.5903E+00 -0.1817E+01 -0.1100E-01 0.0
4215 0.0 0.6406E+00 -0.1972E+01 -0.1100E-01 0.0
4216 0.0 0.1055E+01 -0.1236E+01 -0.1100E-01 0.0
4217 0.0 0.1144E+01 -0.1339E+01 -0.1100E-01 0.0
4218 0.0 0.1241E+01 -0.1453E+01 -0.1100E-01 0.0
4219 0.0 0.1346E+01 -0.1576E+01 -0.1100E-01 0.0
4220 0.0 0.2048E+01 -0.3244E+00 -0.1100E-01 0.0
4221 0.0 0.1887E+01 -0.2989E+00 -0.1100E-01 0.0
4222 0.0 0.1740E+01 -0.2756E+00 -0.1100E-01 0.0
4223 0.0 0.1605E+01 -0.2543E+00 -0.1100E-01 0.0
4224 0.0 0.2016E+01 -0.4840E+00 -0.1100E-01 0.0
4225 0.0 0.1858E+01 -0.4460E+00 -0.1100E-01 0.0
4226 0.0 0.1713E+01 -0.4112E+00 -0.1100E-01 0.0
4227 0.0 0.1580E+01 -0.3794E+00 -0.1100E-01 0.0
4228 0.0 0.1149E+01 -0.1149E+01 -0.1100E-01 0.0
4229 0.0 0.1245E+01 -0.1245E+01 -0.1100E-01 0.0
4230 0.0 0.1351E+01 -0.1351E+01 -0.1100E-01 0.0
4231 0.0 0.1466E+01 -0.1466E+01 -0.1100E-01 0.0
4232 0.0 0.1972E+01 -0.6407E+00 -0.1100E-01 0.0
4233 0.0 0.1817E+01 -0.5904E+00 -0.1100E-01 0.0
4234 0.0 0.1675E+01 -0.5443E+00 -0.1100E-01 0.0
4235 0.0 0.1546E+01 -0.5022E+00 -0.1100E-01 0.0
4236 0.0 0.1236E+01 -0.1055E+01 -0.1100E-01 0.0
4237 0.0 0.1339E+01 -0.1144E+01 -0.1100E-01 0.0
4238 0.0 0.1453E+01 -0.1241E+01 -0.1100E-01 0.0
4239 0.0 0.1576E+01 -0.1346E+01 -0.1100E-01 0.0
4240 0.0 0.1916E+01 -0.7934E+00 -0.1100E-01 0.0
4241 0.0 0.1765E+01 -0.7311E+00 -0.1100E-01 0.0
4242 0.0 0.1627E+01 -0.6740E+00 -0.1100E-01 0.0
4243 0.0 0.1501E+01 -0.6219E+00 -0.1100E-01 0.0
4244 0.0 0.1847E+01 -0.9412E+00 -0.1100E-01 0.0
4245 0.0 0.1702E+01 -0.8673E+00 -0.1100E-01 0.0
4246 0.0 0.1569E+01 -0.7996E+00 -0.1100E-01 0.0
4247 0.0 0.1448E+01 -0.7377E+00 -0.1100E-01 0.0
4248 0.0 0.1315E+01 -0.9552E+00 -0.1100E-01 0.0
4249 0.0 0.1425E+01 -0.1035E+01 -0.1100E-01 0.0
4250 0.0 0.1546E+01 -0.1123E+01 -0.1100E-01 0.0
4251 0.0 0.1677E+01 -0.1219E+01 -0.1100E-01 0.0
4252 0.0 0.1768E+01 -0.1083E+01 -0.1100E-01 0.0
4253 0.0 0.1386E+01 -0.8490E+00 -0.1100E-01 0.0
4254 0.0 0.1629E+01 -0.9981E+00 -0.1100E-01 0.0
4255 0.0 0.1502E+01 -0.9202E+00 -0.1100E-01 0.0
4256 0.0 0.6218E+00 -0.1501E+01 -0.1100E-01 0.0
4257 0.0 0.6739E+00 -0.1627E+01 -0.1100E-01 0.0
4258 0.0 0.7310E+00 -0.1765E+01 -0.1100E-01 0.0
4259 0.0 0.7933E+00 -0.1915E+01 -0.1100E-01 0.0
4260 0.0 0.1219E+01 -0.1677E+01 -0.1100E-01 0.0
4261 0.0 0.1123E+01 -0.1545E+01 -0.1100E-01 0.0
4262 0.0 0.1035E+01 -0.1425E+01 -0.1100E-01 0.0
4263 0.0 0.9552E+00 -0.1315E+01 -0.1100E-01 0.0
4264 0.0 0.7377E+00 -0.1448E+01 -0.1100E-01 0.0
4265 0.0 0.7995E+00 -0.1569E+01 -0.1100E-01 0.0
4266 0.0 0.8672E+00 -0.1702E+01 -0.1100E-01 0.0
4267 0.0 0.9412E+00 -0.1847E+01 -0.1100E-01 0.0
4268 0.0 0.1083E+01 -0.1768E+01 -0.1100E-01 0.0
4269 0.0 0.8490E+00 -0.1385E+01 -0.1100E-01 0.0
4270 0.0 0.9981E+00 -0.1629E+01 -0.1100E-01 0.0
4271 0.0 0.9202E+00 -0.1502E+01 -0.1100E-01 0.0
4272 0.0 0.4839E+00 -0.2016E+01 -0.1100E-01 0.0
4273 0.0 0.3793E+00 -0.1580E+01 -0.1100E-01 0.0
4274 0.0 0.4459E+00 -0.1857E+01 -0.1100E-01 0.0
4275 0.0 0.4111E+00 -0.1712E+01 -0.1100E-01 0.0
s h e l l e l e m e n t s
elem id part id node1 node2 node3 node4
thick1 thick2 thick3 thick4 angle offset
1 1 1 2 99 98
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2 1 2 3 100 99
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
3 1 3 4 101 100
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
4 1 4 5 102 101
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
5 1 5 6 103 102
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
6 1 6 7 104 103
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
7 1 7 8 105 104
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
8 1 8 9 106 105
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
9 1 9 10 107 106
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
10 1 10 11 108 107
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
11 1 11 12 109 108
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
12 1 12 13 110 109
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
13 1 13 14 111 110
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
14 1 14 15 112 111
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
15 1 15 16 113 112
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
16 1 16 17 114 113
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
17 1 17 18 115 114
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
18 1 18 19 116 115
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
19 1 19 20 117 116
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
20 1 20 21 118 117
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
21 1 21 22 119 118
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
22 1 22 23 120 119
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
23 1 23 24 121 120
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
24 1 24 25 122 121
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
25 1 25 26 123 122
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
26 1 26 27 124 123
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
27 1 27 28 125 124
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
28 1 28 29 126 125
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
29 1 29 30 127 126
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
30 1 30 31 32 127
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
31 1 98 99 128 97
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
32 1 99 100 129 128
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
33 1 100 101 130 129
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
34 1 101 102 131 130
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
35 1 102 103 132 131
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
36 1 103 104 133 132
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
37 1 104 105 134 133
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
38 1 105 106 135 134
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
39 1 106 107 136 135
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
40 1 107 108 137 136
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
41 1 108 109 138 137
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
42 1 109 110 139 138
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
43 1 110 111 140 139
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
44 1 111 112 141 140
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
45 1 112 113 142 141
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
46 1 113 114 143 142
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
47 1 114 115 144 143
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
48 1 115 116 145 144
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
49 1 116 117 146 145
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
50 1 117 118 147 146
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
51 1 118 119 148 147
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
52 1 119 120 149 148
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
53 1 120 121 150 149
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
54 1 121 122 151 150
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
55 1 122 123 152 151
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
56 1 123 124 153 152
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
57 1 124 125 154 153
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
58 1 125 126 155 154
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
59 1 126 127 156 155
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
60 1 127 32 33 156
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
61 1 97 128 157 96
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
62 1 128 129 158 157
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
63 1 129 130 159 158
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
64 1 130 131 160 159
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
65 1 131 132 161 160
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
66 1 132 133 162 161
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
67 1 133 134 163 162
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
68 1 134 135 164 163
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
69 1 135 136 165 164
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
70 1 136 137 166 165
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
71 1 137 138 167 166
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
72 1 138 139 168 167
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
73 1 139 140 169 168
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
74 1 140 141 170 169
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
75 1 141 142 171 170
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
76 1 142 143 172 171
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
77 1 143 144 173 172
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
78 1 144 145 174 173
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
79 1 145 146 175 174
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
80 1 146 147 176 175
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
81 1 147 148 177 176
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
82 1 148 149 178 177
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
83 1 149 150 179 178
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
84 1 150 151 180 179
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
85 1 151 152 181 180
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
86 1 152 153 182 181
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
87 1 153 154 183 182
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
88 1 154 155 184 183
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
89 1 155 156 185 184
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
90 1 156 33 34 185
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
91 1 96 157 186 95
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
92 1 157 158 187 186
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
93 1 158 159 188 187
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
94 1 159 160 189 188
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
95 1 160 161 190 189
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
96 1 161 162 191 190
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
97 1 162 163 192 191
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
98 1 163 164 193 192
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
99 1 164 165 194 193
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
100 1 165 166 195 194
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
101 1 166 167 196 195
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
102 1 167 168 197 196
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
103 1 168 169 198 197
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
104 1 169 170 199 198
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
105 1 170 171 200 199
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
106 1 171 172 201 200
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682 1 766 767 796 795
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683 1 767 768 797 796
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685 1 769 770 799 798
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687 1 771 772 801 800
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688 1 772 773 802 801
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689 1 773 774 803 802
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690 1 774 654 655 803
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691 1 684 775 804 683
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692 1 775 776 805 804
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
693 1 776 777 806 805
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694 1 777 778 807 806
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695 1 778 779 808 807
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
698 1 781 782 811 810
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
699 1 782 783 812 811
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
700 1 783 784 813 812
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
701 1 784 785 814 813
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
702 1 785 786 815 814
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
703 1 786 787 816 815
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
704 1 787 788 817 816
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
705 1 788 789 818 817
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
706 1 789 790 819 818
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
707 1 790 791 820 819
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
708 1 791 792 821 820
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
709 1 792 793 822 821
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
710 1 793 794 823 822
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
711 1 794 795 824 823
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
712 1 795 796 825 824
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
713 1 796 797 826 825
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
714 1 797 798 827 826
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
715 1 798 799 828 827
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
716 1 799 800 829 828
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
717 1 800 801 830 829
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
718 1 801 802 831 830
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
719 1 802 803 832 831
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
720 1 803 655 656 832
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
721 1 683 804 833 682
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
722 1 804 805 834 833
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
723 1 805 806 835 834
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
724 1 806 807 836 835
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
725 1 807 808 837 836
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
726 1 808 809 838 837
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
727 1 809 810 839 838
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
728 1 810 811 840 839
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
729 1 811 812 841 840
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
730 1 812 813 842 841
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
731 1 813 814 843 842
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
732 1 814 815 844 843
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
733 1 815 816 845 844
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
734 1 816 817 846 845
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
735 1 817 818 847 846
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
736 1 818 819 848 847
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
737 1 819 820 849 848
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
738 1 820 821 850 849
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
739 1 821 822 851 850
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
740 1 822 823 852 851
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
744 1 826 827 856 855
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
750 1 832 656 657 861
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
751 1 682 833 862 681
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
752 1 833 834 863 862
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
753 1 834 835 864 863
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
754 1 835 836 865 864
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
755 1 836 837 866 865
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
756 1 837 838 867 866
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
757 1 838 839 868 867
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
758 1 839 840 869 868
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
759 1 840 841 870 869
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
760 1 841 842 871 870
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
761 1 842 843 872 871
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
762 1 843 844 873 872
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
763 1 844 845 874 873
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
764 1 845 846 875 874
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
765 1 846 847 876 875
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
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2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
767 1 848 849 878 877
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
768 1 849 850 879 878
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
769 1 850 851 880 879
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
770 1 851 852 881 880
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
771 1 852 853 882 881
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
772 1 853 854 883 882
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
773 1 854 855 884 883
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
774 1 855 856 885 884
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
775 1 856 857 886 885
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
776 1 857 858 887 886
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
777 1 858 859 888 887
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
778 1 859 860 889 888
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
779 1 860 861 890 889
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
780 1 861 657 658 890
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
781 1 681 862 891 680
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
782 1 862 863 892 891
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
783 1 863 864 893 892
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
784 1 864 865 894 893
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
785 1 865 866 895 894
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
786 1 866 867 896 895
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
787 1 867 868 897 896
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
788 1 868 869 898 897
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
789 1 869 870 899 898
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
790 1 870 871 900 899
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
791 1 871 872 901 900
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
792 1 872 873 902 901
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
793 1 873 874 903 902
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
794 1 874 875 904 903
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
795 1 875 876 905 904
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
796 1 876 877 906 905
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
797 1 877 878 907 906
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
798 1 878 879 908 907
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
799 1 879 880 909 908
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
800 1 880 881 910 909
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
801 1 881 882 911 910
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
802 1 882 883 912 911
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
803 1 883 884 913 912
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
804 1 884 885 914 913
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
805 1 885 886 915 914
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
806 1 886 887 916 915
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
807 1 887 888 917 916
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
808 1 888 889 918 917
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
809 1 889 890 919 918
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
810 1 890 658 659 919
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
811 1 680 891 920 679
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
812 1 891 892 921 920
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
813 1 892 893 922 921
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
814 1 893 894 923 922
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
815 1 894 895 924 923
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
816 1 895 896 925 924
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
817 1 896 897 926 925
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
818 1 897 898 927 926
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
819 1 898 899 928 927
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
820 1 899 900 929 928
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
821 1 900 901 930 929
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
822 1 901 902 931 930
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
823 1 902 903 932 931
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
824 1 903 904 933 932
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
825 1 904 905 934 933
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
826 1 905 906 935 934
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
827 1 906 907 936 935
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
828 1 907 908 937 936
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
829 1 908 909 938 937
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
830 1 909 910 939 938
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
831 1 910 911 940 939
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
832 1 911 912 941 940
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
833 1 912 913 942 941
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
834 1 913 914 943 942
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
835 1 914 915 944 943
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
836 1 915 916 945 944
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
837 1 916 917 946 945
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
838 1 917 918 947 946
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
839 1 918 919 948 947
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
840 1 919 659 660 948
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
841 1 679 920 949 678
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
842 1 920 921 950 949
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
843 1 921 922 951 950
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
844 1 922 923 952 951
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
845 1 923 924 953 952
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
846 1 924 925 954 953
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
847 1 925 926 955 954
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
848 1 926 927 956 955
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
849 1 927 928 957 956
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
850 1 928 929 958 957
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
851 1 929 930 959 958
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
852 1 930 931 960 959
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
853 1 931 932 961 960
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
854 1 932 933 962 961
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
855 1 933 934 963 962
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
856 1 934 935 964 963
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
857 1 935 936 965 964
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
858 1 936 937 966 965
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
859 1 937 938 967 966
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
860 1 938 939 968 967
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
861 1 939 940 969 968
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
862 1 940 941 970 969
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
863 1 941 942 971 970
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
864 1 942 943 972 971
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
865 1 943 944 973 972
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
866 1 944 945 974 973
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
867 1 945 946 975 974
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
868 1 946 947 976 975
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
869 1 947 948 977 976
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
870 1 948 660 661 977
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
871 1 678 949 978 677
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
872 1 949 950 979 978
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
873 1 950 951 980 979
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
874 1 951 952 981 980
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
875 1 952 953 982 981
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
876 1 953 954 983 982
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
877 1 954 955 984 983
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
878 1 955 956 985 984
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
879 1 956 957 986 985
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
880 1 957 958 987 986
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
881 1 958 959 988 987
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
882 1 959 960 989 988
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
883 1 960 961 990 989
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
884 1 961 962 991 990
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
885 1 962 963 992 991
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
886 1 963 964 993 992
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
887 1 964 965 994 993
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
888 1 965 966 995 994
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
889 1 966 967 996 995
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
890 1 967 968 997 996
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
891 1 968 969 998 997
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
892 1 969 970 999 998
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
893 1 970 971 1000 999
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
894 1 971 972 1001 1000
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
895 1 972 973 1002 1001
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
896 1 973 974 1003 1002
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
897 1 974 975 1004 1003
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
898 1 975 976 1005 1004
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
899 1 976 977 1006 1005
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
900 1 977 661 662 1006
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
901 1 677 978 1007 676
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
902 1 978 979 1008 1007
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
903 1 979 980 1009 1008
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
904 1 980 981 1010 1009
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
905 1 981 982 1011 1010
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
906 1 982 983 1012 1011
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
907 1 983 984 1013 1012
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
908 1 984 985 1014 1013
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
909 1 985 986 1015 1014
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
910 1 986 987 1016 1015
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
911 1 987 988 1017 1016
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
912 1 988 989 1018 1017
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
913 1 989 990 1019 1018
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
914 1 990 991 1020 1019
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
915 1 991 992 1021 1020
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
916 1 992 993 1022 1021
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
917 1 993 994 1023 1022
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
918 1 994 995 1024 1023
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
919 1 995 996 1025 1024
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
920 1 996 997 1026 1025
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
921 1 997 998 1027 1026
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
922 1 998 999 1028 1027
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
923 1 999 1000 1029 1028
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
924 1 1000 1001 1030 1029
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
925 1 1001 1002 1031 1030
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
926 1 1002 1003 1032 1031
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
927 1 1003 1004 1033 1032
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
928 1 1004 1005 1034 1033
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
929 1 1005 1006 1035 1034
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
930 1 1006 662 663 1035
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
931 1 676 1007 1036 675
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
932 1 1007 1008 1037 1036
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
933 1 1008 1009 1038 1037
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
934 1 1009 1010 1039 1038
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
935 1 1010 1011 1040 1039
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
936 1 1011 1012 1041 1040
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
937 1 1012 1013 1042 1041
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
938 1 1013 1014 1043 1042
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
939 1 1014 1015 1044 1043
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
940 1 1015 1016 1045 1044
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
941 1 1016 1017 1046 1045
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
942 1 1017 1018 1047 1046
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
943 1 1018 1019 1048 1047
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
944 1 1019 1020 1049 1048
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
945 1 1020 1021 1050 1049
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
946 1 1021 1022 1051 1050
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
947 1 1022 1023 1052 1051
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
948 1 1023 1024 1053 1052
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
949 1 1024 1025 1054 1053
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
950 1 1025 1026 1055 1054
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
951 1 1026 1027 1056 1055
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
952 1 1027 1028 1057 1056
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
953 1 1028 1029 1058 1057
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
954 1 1029 1030 1059 1058
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
955 1 1030 1031 1060 1059
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
956 1 1031 1032 1061 1060
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
957 1 1032 1033 1062 1061
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
958 1 1033 1034 1063 1062
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
959 1 1034 1035 1064 1063
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
960 1 1035 663 664 1064
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
961 1 675 1036 1065 674
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
962 1 1036 1037 1066 1065
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
963 1 1037 1038 1067 1066
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
964 1 1038 1039 1068 1067
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
965 1 1039 1040 1069 1068
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
966 1 1040 1041 1070 1069
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
967 1 1041 1042 1071 1070
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
968 1 1042 1043 1072 1071
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
969 1 1043 1044 1073 1072
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
970 1 1044 1045 1074 1073
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
971 1 1045 1046 1075 1074
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
972 1 1046 1047 1076 1075
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
973 1 1047 1048 1077 1076
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
974 1 1048 1049 1078 1077
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
975 1 1049 1050 1079 1078
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
976 1 1050 1051 1080 1079
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
977 1 1051 1052 1081 1080
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
978 1 1052 1053 1082 1081
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
979 1 1053 1054 1083 1082
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
980 1 1054 1055 1084 1083
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
981 1 1055 1056 1085 1084
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
982 1 1056 1057 1086 1085
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
983 1 1057 1058 1087 1086
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
984 1 1058 1059 1088 1087
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
985 1 1059 1060 1089 1088
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
986 1 1060 1061 1090 1089
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
987 1 1061 1062 1091 1090
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
988 1 1062 1063 1092 1091
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
989 1 1063 1064 1093 1092
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
990 1 1064 664 665 1093
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
991 1 674 1065 1094 673
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
992 1 1065 1066 1095 1094
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
993 1 1066 1067 1096 1095
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
994 1 1067 1068 1097 1096
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
995 1 1068 1069 1098 1097
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
996 1 1069 1070 1099 1098
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
997 1 1070 1071 1100 1099
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
998 1 1071 1072 1101 1100
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
999 1 1072 1073 1102 1101
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1000 1 1073 1074 1103 1102
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1001 1 1074 1075 1104 1103
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1002 1 1075 1076 1105 1104
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1003 1 1076 1077 1106 1105
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1004 1 1077 1078 1107 1106
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1005 1 1078 1079 1108 1107
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1006 1 1079 1080 1109 1108
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1007 1 1080 1081 1110 1109
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1008 1 1081 1082 1111 1110
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1009 1 1082 1083 1112 1111
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1010 1 1083 1084 1113 1112
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1011 1 1084 1085 1114 1113
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1012 1 1085 1086 1115 1114
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1013 1 1086 1087 1116 1115
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1014 1 1087 1088 1117 1116
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1015 1 1088 1089 1118 1117
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1016 1 1089 1090 1119 1118
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1017 1 1090 1091 1120 1119
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1018 1 1091 1092 1121 1120
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1019 1 1092 1093 1122 1121
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1020 1 1093 665 666 1122
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1021 1 673 1094 1123 672
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1022 1 1094 1095 1124 1123
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1023 1 1095 1096 1125 1124
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1024 1 1096 1097 1126 1125
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1025 1 1097 1098 1127 1126
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1026 1 1098 1099 1128 1127
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1027 1 1099 1100 1129 1128
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1028 1 1100 1101 1130 1129
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1029 1 1101 1102 1131 1130
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1030 1 1102 1103 1132 1131
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1031 1 1103 1104 1133 1132
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1032 1 1104 1105 1134 1133
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1033 1 1105 1106 1135 1134
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1034 1 1106 1107 1136 1135
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1035 1 1107 1108 1137 1136
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1036 1 1108 1109 1138 1137
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1037 1 1109 1110 1139 1138
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1038 1 1110 1111 1140 1139
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1039 1 1111 1112 1141 1140
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1040 1 1112 1113 1142 1141
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1041 1 1113 1114 1143 1142
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1042 1 1114 1115 1144 1143
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1043 1 1115 1116 1145 1144
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1044 1 1116 1117 1146 1145
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1045 1 1117 1118 1147 1146
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1046 1 1118 1119 1148 1147
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1047 1 1119 1120 1149 1148
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1048 1 1120 1121 1150 1149
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1049 1 1121 1122 1151 1150
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1050 1 1122 666 667 1151
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1051 1 672 1123 1152 671
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1052 1 1123 1124 1153 1152
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1053 1 1124 1125 1154 1153
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1054 1 1125 1126 1155 1154
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1055 1 1126 1127 1156 1155
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1056 1 1127 1128 1157 1156
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1057 1 1128 1129 1158 1157
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1058 1 1129 1130 1159 1158
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1059 1 1130 1131 1160 1159
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1060 1 1131 1132 1161 1160
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1061 1 1132 1133 1162 1161
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1062 1 1133 1134 1163 1162
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1063 1 1134 1135 1164 1163
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1064 1 1135 1136 1165 1164
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1065 1 1136 1137 1166 1165
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1066 1 1137 1138 1167 1166
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1067 1 1138 1139 1168 1167
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1068 1 1139 1140 1169 1168
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1069 1 1140 1141 1170 1169
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1070 1 1141 1142 1171 1170
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1071 1 1142 1143 1172 1171
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1072 1 1143 1144 1173 1172
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1073 1 1144 1145 1174 1173
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1074 1 1145 1146 1175 1174
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1075 1 1146 1147 1176 1175
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1076 1 1147 1148 1177 1176
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1077 1 1148 1149 1178 1177
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1078 1 1149 1150 1179 1178
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1079 1 1150 1151 1180 1179
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1080 1 1151 667 668 1180
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1081 1 671 1152 1181 670
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1082 1 1152 1153 1182 1181
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1083 1 1153 1154 1183 1182
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1084 1 1154 1155 1184 1183
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1085 1 1155 1156 1185 1184
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1086 1 1156 1157 1186 1185
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1087 1 1157 1158 1187 1186
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1088 1 1158 1159 1188 1187
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1089 1 1159 1160 1189 1188
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1090 1 1160 1161 1190 1189
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1091 1 1161 1162 1191 1190
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1092 1 1162 1163 1192 1191
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1093 1 1163 1164 1193 1192
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1094 1 1164 1165 1194 1193
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1095 1 1165 1166 1195 1194
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1096 1 1166 1167 1196 1195
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1097 1 1167 1168 1197 1196
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1098 1 1168 1169 1198 1197
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1099 1 1169 1170 1199 1198
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1100 1 1170 1171 1200 1199
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1101 1 1171 1172 1201 1200
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1102 1 1172 1173 1202 1201
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1103 1 1173 1174 1203 1202
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1104 1 1174 1175 1204 1203
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1105 1 1175 1176 1205 1204
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1106 1 1176 1177 1206 1205
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1107 1 1177 1178 1207 1206
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1108 1 1178 1179 1208 1207
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1109 1 1179 1180 1209 1208
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1110 1 1180 668 669 1209
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1111 1 670 1181 51 50
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1112 1 1181 1182 52 51
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1113 1 1182 1183 53 52
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1114 1 1183 1184 54 53
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1115 1 1184 1185 55 54
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1116 1 1185 1186 56 55
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1117 1 1186 1187 57 56
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1118 1 1187 1188 58 57
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1119 1 1188 1189 59 58
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1120 1 1189 1190 60 59
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1121 1 1190 1191 61 60
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1122 1 1191 1192 62 61
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1123 1 1192 1193 63 62
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1124 1 1193 1194 64 63
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1125 1 1194 1195 65 64
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1126 1 1195 1196 66 65
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1127 1 1196 1197 67 66
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1128 1 1197 1198 68 67
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1129 1 1198 1199 69 68
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1130 1 1199 1200 70 69
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1131 1 1200 1201 71 70
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1132 1 1201 1202 72 71
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1133 1 1202 1203 73 72
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1134 1 1203 1204 74 73
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1135 1 1204 1205 75 74
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1136 1 1205 1206 76 75
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1137 1 1206 1207 77 76
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1138 1 1207 1208 78 77
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1139 1 1208 1209 79 78
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1140 1 1209 669 80 79
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1141 1 1210 1211 1277 1276
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1142 1 1211 1212 1278 1277
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1143 1 1212 1213 1279 1278
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1144 1 1213 1214 1280 1279
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1145 1 1214 1215 1281 1280
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1146 1 1215 1216 1282 1281
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1147 1 1216 1217 1283 1282
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1148 1 1217 1218 1284 1283
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1149 1 1218 1219 1285 1284
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1150 1 1219 1220 1286 1285
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1151 1 1220 1221 1287 1286
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1152 1 1221 1222 1288 1287
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1153 1 1222 1223 1289 1288
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1154 1 1223 1224 1290 1289
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1155 1 1224 1225 1291 1290
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1156 1 1225 1226 1292 1291
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1157 1 1226 1227 1293 1292
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1158 1 1227 1228 1294 1293
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1159 1 1228 651 650 1294
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1160 1 1276 1277 1295 1275
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1161 1 1277 1278 1296 1295
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1162 1 1278 1279 1297 1296
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1163 1 1279 1280 1298 1297
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1164 1 1280 1281 1299 1298
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1165 1 1281 1282 1300 1299
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1166 1 1282 1283 1301 1300
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1167 1 1283 1284 1302 1301
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1168 1 1284 1285 1303 1302
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1169 1 1285 1286 1304 1303
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1170 1 1286 1287 1305 1304
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1171 1 1287 1288 1306 1305
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1172 1 1288 1289 1307 1306
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1173 1 1289 1290 1308 1307
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1174 1 1290 1291 1309 1308
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1175 1 1291 1292 1310 1309
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1176 1 1292 1293 1311 1310
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1177 1 1293 1294 1312 1311
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1178 1 1294 650 649 1312
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1179 1 1275 1295 1313 1274
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1180 1 1295 1296 1314 1313
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1181 1 1296 1297 1315 1314
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1182 1 1297 1298 1316 1315
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1183 1 1298 1299 1317 1316
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1184 1 1299 1300 1318 1317
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1185 1 1300 1301 1319 1318
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1186 1 1301 1302 1320 1319
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1187 1 1302 1303 1321 1320
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1188 1 1303 1304 1322 1321
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1189 1 1304 1305 1323 1322
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1190 1 1305 1306 1324 1323
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1191 1 1306 1307 1325 1324
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1192 1 1307 1308 1326 1325
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1193 1 1308 1309 1327 1326
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1194 1 1309 1310 1328 1327
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1195 1 1310 1311 1329 1328
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1196 1 1311 1312 1330 1329
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1197 1 1312 649 648 1330
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1198 1 1274 1313 1331 1273
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1199 1 1313 1314 1332 1331
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1200 1 1314 1315 1333 1332
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1201 1 1315 1316 1334 1333
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1202 1 1316 1317 1335 1334
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1203 1 1317 1318 1336 1335
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1204 1 1318 1319 1337 1336
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1205 1 1319 1320 1338 1337
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1206 1 1320 1321 1339 1338
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1207 1 1321 1322 1340 1339
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1208 1 1322 1323 1341 1340
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1209 1 1323 1324 1342 1341
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1210 1 1324 1325 1343 1342
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1211 1 1325 1326 1344 1343
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1212 1 1326 1327 1345 1344
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1213 1 1327 1328 1346 1345
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1214 1 1328 1329 1347 1346
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1215 1 1329 1330 1348 1347
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1216 1 1330 648 647 1348
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1217 1 1273 1331 1349 1272
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1218 1 1331 1332 1350 1349
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1219 1 1332 1333 1351 1350
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1220 1 1333 1334 1352 1351
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1221 1 1334 1335 1353 1352
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1222 1 1335 1336 1354 1353
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1223 1 1336 1337 1355 1354
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1224 1 1337 1338 1356 1355
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1225 1 1338 1339 1357 1356
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1226 1 1339 1340 1358 1357
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1227 1 1340 1341 1359 1358
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1228 1 1341 1342 1360 1359
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1229 1 1342 1343 1361 1360
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1230 1 1343 1344 1362 1361
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1231 1 1344 1345 1363 1362
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1232 1 1345 1346 1364 1363
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1233 1 1346 1347 1365 1364
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1234 1 1347 1348 1366 1365
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1235 1 1348 647 646 1366
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1236 1 1272 1349 1367 1271
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1237 1 1349 1350 1368 1367
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1238 1 1350 1351 1369 1368
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1239 1 1351 1352 1370 1369
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1240 1 1352 1353 1371 1370
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1241 1 1353 1354 1372 1371
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1242 1 1354 1355 1373 1372
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1243 1 1355 1356 1374 1373
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1244 1 1356 1357 1375 1374
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1245 1 1357 1358 1376 1375
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1246 1 1358 1359 1377 1376
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1247 1 1359 1360 1378 1377
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1248 1 1360 1361 1379 1378
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1249 1 1361 1362 1380 1379
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1250 1 1362 1363 1381 1380
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1251 1 1363 1364 1382 1381
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1252 1 1364 1365 1383 1382
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1253 1 1365 1366 1384 1383
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1254 1 1366 646 645 1384
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1255 1 1271 1367 1385 1270
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1256 1 1367 1368 1386 1385
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1257 1 1368 1369 1387 1386
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1258 1 1369 1370 1388 1387
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1259 1 1370 1371 1389 1388
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1260 1 1371 1372 1390 1389
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1261 1 1372 1373 1391 1390
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1262 1 1373 1374 1392 1391
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1263 1 1374 1375 1393 1392
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1264 1 1375 1376 1394 1393
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1265 1 1376 1377 1395 1394
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1266 1 1377 1378 1396 1395
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1267 1 1378 1379 1397 1396
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1268 1 1379 1380 1398 1397
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1269 1 1380 1381 1399 1398
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1270 1 1381 1382 1400 1399
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1271 1 1382 1383 1401 1400
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1272 1 1383 1384 1402 1401
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1273 1 1384 645 644 1402
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1274 1 1270 1385 1403 1269
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1275 1 1385 1386 1404 1403
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1276 1 1386 1387 1405 1404
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1277 1 1387 1388 1406 1405
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1278 1 1388 1389 1407 1406
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1279 1 1389 1390 1408 1407
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1280 1 1390 1391 1409 1408
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1281 1 1391 1392 1410 1409
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1282 1 1392 1393 1411 1410
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1283 1 1393 1394 1412 1411
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1284 1 1394 1395 1413 1412
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1285 1 1395 1396 1414 1413
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1286 1 1396 1397 1415 1414
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1287 1 1397 1398 1416 1415
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1288 1 1398 1399 1417 1416
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1289 1 1399 1400 1418 1417
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1290 1 1400 1401 1419 1418
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1291 1 1401 1402 1420 1419
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1292 1 1402 644 643 1420
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1293 1 1269 1403 1421 1268
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1294 1 1403 1404 1422 1421
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1295 1 1404 1405 1423 1422
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1296 1 1405 1406 1424 1423
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1297 1 1406 1407 1425 1424
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1298 1 1407 1408 1426 1425
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1299 1 1408 1409 1427 1426
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1300 1 1409 1410 1428 1427
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1301 1 1410 1411 1429 1428
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1302 1 1411 1412 1430 1429
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1303 1 1412 1413 1431 1430
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1304 1 1413 1414 1432 1431
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1305 1 1414 1415 1433 1432
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1306 1 1415 1416 1434 1433
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1307 1 1416 1417 1435 1434
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1308 1 1417 1418 1436 1435
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1309 1 1418 1419 1437 1436
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1310 1 1419 1420 1438 1437
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1311 1 1420 643 642 1438
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1312 1 1268 1421 1439 1267
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1313 1 1421 1422 1440 1439
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1314 1 1422 1423 1441 1440
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1315 1 1423 1424 1442 1441
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1316 1 1424 1425 1443 1442
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1317 1 1425 1426 1444 1443
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1318 1 1426 1427 1445 1444
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1319 1 1427 1428 1446 1445
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1320 1 1428 1429 1447 1446
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1321 1 1429 1430 1448 1447
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1322 1 1430 1431 1449 1448
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1323 1 1431 1432 1450 1449
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1324 1 1432 1433 1451 1450
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1325 1 1433 1434 1452 1451
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1326 1 1434 1435 1453 1452
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1327 1 1435 1436 1454 1453
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1328 1 1436 1437 1455 1454
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1329 1 1437 1438 1456 1455
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1330 1 1438 642 641 1456
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1331 1 1267 1439 1457 1266
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1332 1 1439 1440 1458 1457
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1333 1 1440 1441 1459 1458
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1334 1 1441 1442 1460 1459
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1335 1 1442 1443 1461 1460
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1336 1 1443 1444 1462 1461
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1337 1 1444 1445 1463 1462
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1338 1 1445 1446 1464 1463
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1339 1 1446 1447 1465 1464
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1340 1 1447 1448 1466 1465
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1341 1 1448 1449 1467 1466
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1342 1 1449 1450 1468 1467
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1343 1 1450 1451 1469 1468
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1344 1 1451 1452 1470 1469
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1345 1 1452 1453 1471 1470
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1346 1 1453 1454 1472 1471
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1347 1 1454 1455 1473 1472
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1348 1 1455 1456 1474 1473
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1349 1 1456 641 640 1474
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1350 1 1266 1457 1475 1265
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1351 1 1457 1458 1476 1475
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1352 1 1458 1459 1477 1476
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1353 1 1459 1460 1478 1477
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1354 1 1460 1461 1479 1478
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1355 1 1461 1462 1480 1479
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1356 1 1462 1463 1481 1480
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1357 1 1463 1464 1482 1481
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1358 1 1464 1465 1483 1482
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1359 1 1465 1466 1484 1483
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1360 1 1466 1467 1485 1484
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1361 1 1467 1468 1486 1485
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1362 1 1468 1469 1487 1486
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1363 1 1469 1470 1488 1487
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1364 1 1470 1471 1489 1488
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1365 1 1471 1472 1490 1489
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1366 1 1472 1473 1491 1490
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1367 1 1473 1474 1492 1491
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1368 1 1474 640 639 1492
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1369 1 1265 1475 1493 1264
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1370 1 1475 1476 1494 1493
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1371 1 1476 1477 1495 1494
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1372 1 1477 1478 1496 1495
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1373 1 1478 1479 1497 1496
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1374 1 1479 1480 1498 1497
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1375 1 1480 1481 1499 1498
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1376 1 1481 1482 1500 1499
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1377 1 1482 1483 1501 1500
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1378 1 1483 1484 1502 1501
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1379 1 1484 1485 1503 1502
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1380 1 1485 1486 1504 1503
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1381 1 1486 1487 1505 1504
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1382 1 1487 1488 1506 1505
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1383 1 1488 1489 1507 1506
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1384 1 1489 1490 1508 1507
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1385 1 1490 1491 1509 1508
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1386 1 1491 1492 1510 1509
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1387 1 1492 639 638 1510
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1388 1 1264 1493 1511 1263
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1389 1 1493 1494 1512 1511
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1390 1 1494 1495 1513 1512
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1391 1 1495 1496 1514 1513
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1392 1 1496 1497 1515 1514
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1393 1 1497 1498 1516 1515
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1394 1 1498 1499 1517 1516
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1395 1 1499 1500 1518 1517
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1396 1 1500 1501 1519 1518
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1397 1 1501 1502 1520 1519
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1398 1 1502 1503 1521 1520
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1399 1 1503 1504 1522 1521
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1400 1 1504 1505 1523 1522
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1401 1 1505 1506 1524 1523
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1402 1 1506 1507 1525 1524
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1403 1 1507 1508 1526 1525
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1404 1 1508 1509 1527 1526
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1405 1 1509 1510 1528 1527
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1406 1 1510 638 637 1528
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1407 1 1263 1511 1529 1262
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1408 1 1511 1512 1530 1529
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1409 1 1512 1513 1531 1530
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1410 1 1513 1514 1532 1531
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1411 1 1514 1515 1533 1532
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1412 1 1515 1516 1534 1533
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1413 1 1516 1517 1535 1534
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1414 1 1517 1518 1536 1535
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1415 1 1518 1519 1537 1536
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1416 1 1519 1520 1538 1537
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1417 1 1520 1521 1539 1538
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1418 1 1521 1522 1540 1539
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1419 1 1522 1523 1541 1540
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1420 1 1523 1524 1542 1541
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1421 1 1524 1525 1543 1542
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1422 1 1525 1526 1544 1543
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1423 1 1526 1527 1545 1544
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1424 1 1527 1528 1546 1545
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1425 1 1528 637 636 1546
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1426 1 1262 1529 1547 1261
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1427 1 1529 1530 1548 1547
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1428 1 1530 1531 1549 1548
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1429 1 1531 1532 1550 1549
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1430 1 1532 1533 1551 1550
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1431 1 1533 1534 1552 1551
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1432 1 1534 1535 1553 1552
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1433 1 1535 1536 1554 1553
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1434 1 1536 1537 1555 1554
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1435 1 1537 1538 1556 1555
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1436 1 1538 1539 1557 1556
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1437 1 1539 1540 1558 1557
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1438 1 1540 1541 1559 1558
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1439 1 1541 1542 1560 1559
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1440 1 1542 1543 1561 1560
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1441 1 1543 1544 1562 1561
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1442 1 1544 1545 1563 1562
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1443 1 1545 1546 1564 1563
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1444 1 1546 636 635 1564
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1445 1 1261 1547 1565 1260
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1446 1 1547 1548 1566 1565
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1447 1 1548 1549 1567 1566
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1448 1 1549 1550 1568 1567
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1449 1 1550 1551 1569 1568
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1450 1 1551 1552 1570 1569
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1451 1 1552 1553 1571 1570
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1452 1 1553 1554 1572 1571
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1453 1 1554 1555 1573 1572
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1454 1 1555 1556 1574 1573
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1455 1 1556 1557 1575 1574
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1456 1 1557 1558 1576 1575
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1457 1 1558 1559 1577 1576
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1458 1 1559 1560 1578 1577
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1459 1 1560 1561 1579 1578
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1460 1 1561 1562 1580 1579
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1461 1 1562 1563 1581 1580
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1462 1 1563 1564 1582 1581
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1463 1 1564 635 634 1582
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1464 1 1260 1565 1583 1259
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1465 1 1565 1566 1584 1583
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1466 1 1566 1567 1585 1584
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1467 1 1567 1568 1586 1585
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1468 1 1568 1569 1587 1586
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1469 1 1569 1570 1588 1587
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1470 1 1570 1571 1589 1588
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1471 1 1571 1572 1590 1589
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1472 1 1572 1573 1591 1590
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1473 1 1573 1574 1592 1591
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1474 1 1574 1575 1593 1592
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1475 1 1575 1576 1594 1593
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1476 1 1576 1577 1595 1594
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1477 1 1577 1578 1596 1595
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1478 1 1578 1579 1597 1596
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1479 1 1579 1580 1598 1597
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1480 1 1580 1581 1599 1598
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1481 1 1581 1582 1600 1599
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1482 1 1582 634 633 1600
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1483 1 1259 1583 1601 1258
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1484 1 1583 1584 1602 1601
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1485 1 1584 1585 1603 1602
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1486 1 1585 1586 1604 1603
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1487 1 1586 1587 1605 1604
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1488 1 1587 1588 1606 1605
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1489 1 1588 1589 1607 1606
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1490 1 1589 1590 1608 1607
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1491 1 1590 1591 1609 1608
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1492 1 1591 1592 1610 1609
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1493 1 1592 1593 1611 1610
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1494 1 1593 1594 1612 1611
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1495 1 1594 1595 1613 1612
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1496 1 1595 1596 1614 1613
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1497 1 1596 1597 1615 1614
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1498 1 1597 1598 1616 1615
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1499 1 1598 1599 1617 1616
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1500 1 1599 1600 1618 1617
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1501 1 1600 633 632 1618
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1502 1 1258 1601 1619 1257
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1503 1 1601 1602 1620 1619
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1504 1 1602 1603 1621 1620
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1505 1 1603 1604 1622 1621
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1506 1 1604 1605 1623 1622
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1507 1 1605 1606 1624 1623
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1508 1 1606 1607 1625 1624
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1509 1 1607 1608 1626 1625
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1510 1 1608 1609 1627 1626
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1511 1 1609 1610 1628 1627
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1512 1 1610 1611 1629 1628
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1513 1 1611 1612 1630 1629
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1514 1 1612 1613 1631 1630
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1515 1 1613 1614 1632 1631
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1516 1 1614 1615 1633 1632
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1517 1 1615 1616 1634 1633
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1518 1 1616 1617 1635 1634
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1519 1 1617 1618 1636 1635
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1520 1 1618 632 631 1636
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1521 1 1257 1619 1637 1256
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1522 1 1619 1620 1638 1637
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1523 1 1620 1621 1639 1638
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1524 1 1621 1622 1640 1639
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1525 1 1622 1623 1641 1640
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1526 1 1623 1624 1642 1641
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1527 1 1624 1625 1643 1642
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1528 1 1625 1626 1644 1643
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1529 1 1626 1627 1645 1644
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1530 1 1627 1628 1646 1645
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1531 1 1628 1629 1647 1646
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1532 1 1629 1630 1648 1647
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1533 1 1630 1631 1649 1648
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1534 1 1631 1632 1650 1649
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1535 1 1632 1633 1651 1650
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1536 1 1633 1634 1652 1651
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1537 1 1634 1635 1653 1652
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1538 1 1635 1636 1654 1653
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1539 1 1636 631 630 1654
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1540 1 1256 1637 1655 1255
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1541 1 1637 1638 1656 1655
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1542 1 1638 1639 1657 1656
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1543 1 1639 1640 1658 1657
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1544 1 1640 1641 1659 1658
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1545 1 1641 1642 1660 1659
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1546 1 1642 1643 1661 1660
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1547 1 1643 1644 1662 1661
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1548 1 1644 1645 1663 1662
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1549 1 1645 1646 1664 1663
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1550 1 1646 1647 1665 1664
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1551 1 1647 1648 1666 1665
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1552 1 1648 1649 1667 1666
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1553 1 1649 1650 1668 1667
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1554 1 1650 1651 1669 1668
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1555 1 1651 1652 1670 1669
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1556 1 1652 1653 1671 1670
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1557 1 1653 1654 1672 1671
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1558 1 1654 630 629 1672
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1559 1 1255 1655 1673 1254
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1560 1 1655 1656 1674 1673
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1561 1 1656 1657 1675 1674
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1562 1 1657 1658 1676 1675
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1563 1 1658 1659 1677 1676
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1564 1 1659 1660 1678 1677
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1565 1 1660 1661 1679 1678
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1566 1 1661 1662 1680 1679
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1567 1 1662 1663 1681 1680
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1568 1 1663 1664 1682 1681
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1569 1 1664 1665 1683 1682
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1570 1 1665 1666 1684 1683
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1571 1 1666 1667 1685 1684
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1572 1 1667 1668 1686 1685
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1573 1 1668 1669 1687 1686
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1574 1 1669 1670 1688 1687
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1575 1 1670 1671 1689 1688
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1576 1 1671 1672 1690 1689
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1577 1 1672 629 628 1690
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1578 1 1254 1673 1691 1253
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1579 1 1673 1674 1692 1691
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1580 1 1674 1675 1693 1692
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1581 1 1675 1676 1694 1693
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1582 1 1676 1677 1695 1694
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1583 1 1677 1678 1696 1695
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1584 1 1678 1679 1697 1696
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1585 1 1679 1680 1698 1697
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1586 1 1680 1681 1699 1698
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1587 1 1681 1682 1700 1699
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1588 1 1682 1683 1701 1700
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1589 1 1683 1684 1702 1701
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1590 1 1684 1685 1703 1702
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1591 1 1685 1686 1704 1703
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1592 1 1686 1687 1705 1704
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1593 1 1687 1688 1706 1705
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1594 1 1688 1689 1707 1706
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1595 1 1689 1690 1708 1707
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1596 1 1690 628 627 1708
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1597 1 1253 1691 1709 1252
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1598 1 1691 1692 1710 1709
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1599 1 1692 1693 1711 1710
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1600 1 1693 1694 1712 1711
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1601 1 1694 1695 1713 1712
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1602 1 1695 1696 1714 1713
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1603 1 1696 1697 1715 1714
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1604 1 1697 1698 1716 1715
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1605 1 1698 1699 1717 1716
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1606 1 1699 1700 1718 1717
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1607 1 1700 1701 1719 1718
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1608 1 1701 1702 1720 1719
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1609 1 1702 1703 1721 1720
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1610 1 1703 1704 1722 1721
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1611 1 1704 1705 1723 1722
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1612 1 1705 1706 1724 1723
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1613 1 1706 1707 1725 1724
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1614 1 1707 1708 1726 1725
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1615 1 1708 627 626 1726
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1616 1 1252 1709 1727 1251
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1617 1 1709 1710 1728 1727
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1618 1 1710 1711 1729 1728
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1619 1 1711 1712 1730 1729
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1620 1 1712 1713 1731 1730
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1621 1 1713 1714 1732 1731
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1622 1 1714 1715 1733 1732
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1623 1 1715 1716 1734 1733
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1624 1 1716 1717 1735 1734
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1625 1 1717 1718 1736 1735
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1626 1 1718 1719 1737 1736
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1627 1 1719 1720 1738 1737
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1628 1 1720 1721 1739 1738
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1629 1 1721 1722 1740 1739
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1630 1 1722 1723 1741 1740
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1631 1 1723 1724 1742 1741
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1632 1 1724 1725 1743 1742
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1633 1 1725 1726 1744 1743
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1634 1 1726 626 625 1744
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1635 1 1251 1727 1745 1250
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1636 1 1727 1728 1746 1745
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1637 1 1728 1729 1747 1746
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1638 1 1729 1730 1748 1747
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1639 1 1730 1731 1749 1748
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1640 1 1731 1732 1750 1749
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1641 1 1732 1733 1751 1750
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1642 1 1733 1734 1752 1751
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1643 1 1734 1735 1753 1752
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1644 1 1735 1736 1754 1753
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1645 1 1736 1737 1755 1754
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1646 1 1737 1738 1756 1755
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1647 1 1738 1739 1757 1756
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1648 1 1739 1740 1758 1757
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1649 1 1740 1741 1759 1758
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1650 1 1741 1742 1760 1759
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1651 1 1742 1743 1761 1760
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1652 1 1743 1744 1762 1761
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1653 1 1744 625 624 1762
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1654 1 1250 1745 1763 1249
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1655 1 1745 1746 1764 1763
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1656 1 1746 1747 1765 1764
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1657 1 1747 1748 1766 1765
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1658 1 1748 1749 1767 1766
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1659 1 1749 1750 1768 1767
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1660 1 1750 1751 1769 1768
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1661 1 1751 1752 1770 1769
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1662 1 1752 1753 1771 1770
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1663 1 1753 1754 1772 1771
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1664 1 1754 1755 1773 1772
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1665 1 1755 1756 1774 1773
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1666 1 1756 1757 1775 1774
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1667 1 1757 1758 1776 1775
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1668 1 1758 1759 1777 1776
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1669 1 1759 1760 1778 1777
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1670 1 1760 1761 1779 1778
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1671 1 1761 1762 1780 1779
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1672 1 1762 624 623 1780
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1673 1 1249 1763 1781 1248
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1674 1 1763 1764 1782 1781
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1675 1 1764 1765 1783 1782
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1676 1 1765 1766 1784 1783
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1677 1 1766 1767 1785 1784
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1678 1 1767 1768 1786 1785
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1679 1 1768 1769 1787 1786
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1680 1 1769 1770 1788 1787
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1681 1 1770 1771 1789 1788
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1682 1 1771 1772 1790 1789
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1683 1 1772 1773 1791 1790
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1684 1 1773 1774 1792 1791
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1685 1 1774 1775 1793 1792
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1686 1 1775 1776 1794 1793
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1687 1 1776 1777 1795 1794
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1688 1 1777 1778 1796 1795
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1689 1 1778 1779 1797 1796
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1690 1 1779 1780 1798 1797
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1691 1 1780 623 622 1798
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1692 1 1248 1781 1246 1247
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1693 1 1781 1782 1245 1246
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1694 1 1782 1783 1244 1245
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1695 1 1783 1784 1243 1244
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1696 1 1784 1785 1242 1243
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1697 1 1785 1786 1241 1242
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1698 1 1786 1787 1240 1241
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1699 1 1787 1788 1239 1240
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1700 1 1788 1789 1238 1239
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1701 1 1789 1790 1237 1238
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1702 1 1790 1791 1236 1237
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1703 1 1791 1792 1235 1236
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1704 1 1792 1793 1234 1235
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1705 1 1793 1794 1233 1234
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1706 1 1794 1795 1232 1233
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1707 1 1795 1796 1231 1232
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1708 1 1796 1797 1230 1231
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1709 1 1797 1798 1229 1230
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1710 1 1798 622 621 1229
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1711 1 1247 1799 1835 1248
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1712 1 1799 1800 1836 1835
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1713 1 1800 1801 1837 1836
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1714 1 1801 1802 1838 1837
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1715 1 1802 1803 1839 1838
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1716 1 1803 1804 1840 1839
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1717 1 1804 1805 1841 1840
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1718 1 1805 1806 1842 1841
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1719 1 1806 1807 1843 1842
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1720 1 1807 1808 1844 1843
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1721 1 1808 1809 1845 1844
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1722 1 1809 1810 1846 1845
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1723 1 1810 1811 1847 1846
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1724 1 1811 1812 1848 1847
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1725 1 1812 1813 1849 1848
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1726 1 1813 1814 1850 1849
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1727 1 1814 1815 1851 1850
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1728 1 1815 1816 1852 1851
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1729 1 1816 31 30 1852
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1730 1 1248 1835 1853 1249
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1731 1 1835 1836 1854 1853
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1732 1 1836 1837 1855 1854
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1733 1 1837 1838 1856 1855
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1734 1 1838 1839 1857 1856
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1735 1 1839 1840 1858 1857
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1736 1 1840 1841 1859 1858
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1737 1 1841 1842 1860 1859
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1738 1 1842 1843 1861 1860
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1739 1 1843 1844 1862 1861
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1740 1 1844 1845 1863 1862
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1741 1 1845 1846 1864 1863
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1742 1 1846 1847 1865 1864
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1743 1 1847 1848 1866 1865
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1744 1 1848 1849 1867 1866
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1745 1 1849 1850 1868 1867
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1746 1 1850 1851 1869 1868
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1747 1 1851 1852 1870 1869
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1748 1 1852 30 29 1870
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1749 1 1249 1853 1871 1250
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1750 1 1853 1854 1872 1871
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1751 1 1854 1855 1873 1872
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1752 1 1855 1856 1874 1873
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1753 1 1856 1857 1875 1874
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1754 1 1857 1858 1876 1875
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1755 1 1858 1859 1877 1876
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1756 1 1859 1860 1878 1877
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1757 1 1860 1861 1879 1878
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1758 1 1861 1862 1880 1879
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1759 1 1862 1863 1881 1880
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1760 1 1863 1864 1882 1881
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1761 1 1864 1865 1883 1882
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1762 1 1865 1866 1884 1883
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1763 1 1866 1867 1885 1884
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1764 1 1867 1868 1886 1885
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1765 1 1868 1869 1887 1886
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1766 1 1869 1870 1888 1887
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1767 1 1870 29 28 1888
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1768 1 1250 1871 1889 1251
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1769 1 1871 1872 1890 1889
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1770 1 1872 1873 1891 1890
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1771 1 1873 1874 1892 1891
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1772 1 1874 1875 1893 1892
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1773 1 1875 1876 1894 1893
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1774 1 1876 1877 1895 1894
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1775 1 1877 1878 1896 1895
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1776 1 1878 1879 1897 1896
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1777 1 1879 1880 1898 1897
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1778 1 1880 1881 1899 1898
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1779 1 1881 1882 1900 1899
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1780 1 1882 1883 1901 1900
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1781 1 1883 1884 1902 1901
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1782 1 1884 1885 1903 1902
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1783 1 1885 1886 1904 1903
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1784 1 1886 1887 1905 1904
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1785 1 1887 1888 1906 1905
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1786 1 1888 28 27 1906
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1787 1 1251 1889 1907 1252
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1788 1 1889 1890 1908 1907
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1789 1 1890 1891 1909 1908
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1790 1 1891 1892 1910 1909
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1791 1 1892 1893 1911 1910
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1792 1 1893 1894 1912 1911
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1793 1 1894 1895 1913 1912
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1794 1 1895 1896 1914 1913
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1795 1 1896 1897 1915 1914
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1796 1 1897 1898 1916 1915
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1797 1 1898 1899 1917 1916
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1798 1 1899 1900 1918 1917
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1799 1 1900 1901 1919 1918
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1800 1 1901 1902 1920 1919
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1801 1 1902 1903 1921 1920
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1802 1 1903 1904 1922 1921
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1803 1 1904 1905 1923 1922
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1804 1 1905 1906 1924 1923
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1805 1 1906 27 26 1924
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1806 1 1252 1907 1925 1253
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1807 1 1907 1908 1926 1925
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1808 1 1908 1909 1927 1926
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1809 1 1909 1910 1928 1927
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1810 1 1910 1911 1929 1928
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1811 1 1911 1912 1930 1929
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1812 1 1912 1913 1931 1930
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1813 1 1913 1914 1932 1931
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1814 1 1914 1915 1933 1932
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1815 1 1915 1916 1934 1933
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1816 1 1916 1917 1935 1934
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1817 1 1917 1918 1936 1935
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1818 1 1918 1919 1937 1936
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1819 1 1919 1920 1938 1937
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1820 1 1920 1921 1939 1938
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1821 1 1921 1922 1940 1939
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1822 1 1922 1923 1941 1940
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1823 1 1923 1924 1942 1941
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1824 1 1924 26 25 1942
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1825 1 1253 1925 1943 1254
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1826 1 1925 1926 1944 1943
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1827 1 1926 1927 1945 1944
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1828 1 1927 1928 1946 1945
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1829 1 1928 1929 1947 1946
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1830 1 1929 1930 1948 1947
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1831 1 1930 1931 1949 1948
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1832 1 1931 1932 1950 1949
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1833 1 1932 1933 1951 1950
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1834 1 1933 1934 1952 1951
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1835 1 1934 1935 1953 1952
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1836 1 1935 1936 1954 1953
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1837 1 1936 1937 1955 1954
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1838 1 1937 1938 1956 1955
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1839 1 1938 1939 1957 1956
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1840 1 1939 1940 1958 1957
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1841 1 1940 1941 1959 1958
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1842 1 1941 1942 1960 1959
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1843 1 1942 25 24 1960
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1844 1 1254 1943 1961 1255
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1845 1 1943 1944 1962 1961
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1846 1 1944 1945 1963 1962
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1847 1 1945 1946 1964 1963
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1848 1 1946 1947 1965 1964
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1849 1 1947 1948 1966 1965
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1850 1 1948 1949 1967 1966
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1851 1 1949 1950 1968 1967
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1852 1 1950 1951 1969 1968
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1853 1 1951 1952 1970 1969
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1854 1 1952 1953 1971 1970
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1855 1 1953 1954 1972 1971
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1856 1 1954 1955 1973 1972
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1857 1 1955 1956 1974 1973
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1858 1 1956 1957 1975 1974
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1859 1 1957 1958 1976 1975
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1860 1 1958 1959 1977 1976
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1861 1 1959 1960 1978 1977
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1862 1 1960 24 23 1978
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1863 1 1255 1961 1979 1256
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1864 1 1961 1962 1980 1979
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1865 1 1962 1963 1981 1980
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1866 1 1963 1964 1982 1981
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1867 1 1964 1965 1983 1982
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1868 1 1965 1966 1984 1983
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1869 1 1966 1967 1985 1984
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1870 1 1967 1968 1986 1985
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1871 1 1968 1969 1987 1986
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1872 1 1969 1970 1988 1987
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1873 1 1970 1971 1989 1988
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1874 1 1971 1972 1990 1989
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1875 1 1972 1973 1991 1990
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1876 1 1973 1974 1992 1991
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1877 1 1974 1975 1993 1992
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1878 1 1975 1976 1994 1993
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1879 1 1976 1977 1995 1994
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1880 1 1977 1978 1996 1995
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1881 1 1978 23 22 1996
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1882 1 1256 1979 1997 1257
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1883 1 1979 1980 1998 1997
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1884 1 1980 1981 1999 1998
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1885 1 1981 1982 2000 1999
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1886 1 1982 1983 2001 2000
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1887 1 1983 1984 2002 2001
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1888 1 1984 1985 2003 2002
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1889 1 1985 1986 2004 2003
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1890 1 1986 1987 2005 2004
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1891 1 1987 1988 2006 2005
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1892 1 1988 1989 2007 2006
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1893 1 1989 1990 2008 2007
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1894 1 1990 1991 2009 2008
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1895 1 1991 1992 2010 2009
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1896 1 1992 1993 2011 2010
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1897 1 1993 1994 2012 2011
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1898 1 1994 1995 2013 2012
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1899 1 1995 1996 2014 2013
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1900 1 1996 22 21 2014
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1901 1 1257 1997 2015 1258
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1902 1 1997 1998 2016 2015
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1903 1 1998 1999 2017 2016
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1904 1 1999 2000 2018 2017
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1905 1 2000 2001 2019 2018
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1906 1 2001 2002 2020 2019
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1907 1 2002 2003 2021 2020
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1908 1 2003 2004 2022 2021
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1909 1 2004 2005 2023 2022
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1910 1 2005 2006 2024 2023
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1911 1 2006 2007 2025 2024
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1912 1 2007 2008 2026 2025
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1913 1 2008 2009 2027 2026
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1914 1 2009 2010 2028 2027
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1915 1 2010 2011 2029 2028
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1916 1 2011 2012 2030 2029
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1917 1 2012 2013 2031 2030
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1918 1 2013 2014 2032 2031
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1919 1 2014 21 20 2032
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1920 1 1258 2015 2033 1259
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1921 1 2015 2016 2034 2033
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1922 1 2016 2017 2035 2034
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1923 1 2017 2018 2036 2035
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1924 1 2018 2019 2037 2036
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1925 1 2019 2020 2038 2037
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1926 1 2020 2021 2039 2038
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1927 1 2021 2022 2040 2039
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1928 1 2022 2023 2041 2040
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1929 1 2023 2024 2042 2041
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1930 1 2024 2025 2043 2042
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1931 1 2025 2026 2044 2043
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1932 1 2026 2027 2045 2044
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1933 1 2027 2028 2046 2045
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1934 1 2028 2029 2047 2046
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1935 1 2029 2030 2048 2047
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1936 1 2030 2031 2049 2048
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1937 1 2031 2032 2050 2049
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1938 1 2032 20 19 2050
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1939 1 1259 2033 2051 1260
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1940 1 2033 2034 2052 2051
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1941 1 2034 2035 2053 2052
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1942 1 2035 2036 2054 2053
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1943 1 2036 2037 2055 2054
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1944 1 2037 2038 2056 2055
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1945 1 2038 2039 2057 2056
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1946 1 2039 2040 2058 2057
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1947 1 2040 2041 2059 2058
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1948 1 2041 2042 2060 2059
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1949 1 2042 2043 2061 2060
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1950 1 2043 2044 2062 2061
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1951 1 2044 2045 2063 2062
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1952 1 2045 2046 2064 2063
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1953 1 2046 2047 2065 2064
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1954 1 2047 2048 2066 2065
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1955 1 2048 2049 2067 2066
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1956 1 2049 2050 2068 2067
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1957 1 2050 19 18 2068
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1958 1 1260 2051 2069 1261
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1959 1 2051 2052 2070 2069
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1960 1 2052 2053 2071 2070
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1961 1 2053 2054 2072 2071
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1962 1 2054 2055 2073 2072
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1963 1 2055 2056 2074 2073
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1964 1 2056 2057 2075 2074
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1965 1 2057 2058 2076 2075
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1966 1 2058 2059 2077 2076
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1967 1 2059 2060 2078 2077
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1968 1 2060 2061 2079 2078
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1969 1 2061 2062 2080 2079
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1970 1 2062 2063 2081 2080
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1971 1 2063 2064 2082 2081
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1972 1 2064 2065 2083 2082
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1973 1 2065 2066 2084 2083
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1974 1 2066 2067 2085 2084
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1975 1 2067 2068 2086 2085
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1976 1 2068 18 17 2086
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1977 1 1261 2069 2087 1262
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1978 1 2069 2070 2088 2087
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1979 1 2070 2071 2089 2088
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1980 1 2071 2072 2090 2089
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1981 1 2072 2073 2091 2090
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1982 1 2073 2074 2092 2091
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1983 1 2074 2075 2093 2092
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1984 1 2075 2076 2094 2093
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1985 1 2076 2077 2095 2094
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1986 1 2077 2078 2096 2095
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1987 1 2078 2079 2097 2096
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1988 1 2079 2080 2098 2097
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1989 1 2080 2081 2099 2098
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1990 1 2081 2082 2100 2099
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1991 1 2082 2083 2101 2100
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1992 1 2083 2084 2102 2101
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1993 1 2084 2085 2103 2102
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1994 1 2085 2086 2104 2103
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1995 1 2086 17 16 2104
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1996 1 1262 2087 2105 1263
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1997 1 2087 2088 2106 2105
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1998 1 2088 2089 2107 2106
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
1999 1 2089 2090 2108 2107
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2000 1 2090 2091 2109 2108
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2001 1 2091 2092 2110 2109
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2002 1 2092 2093 2111 2110
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2003 1 2093 2094 2112 2111
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2004 1 2094 2095 2113 2112
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2005 1 2095 2096 2114 2113
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2006 1 2096 2097 2115 2114
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2007 1 2097 2098 2116 2115
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2008 1 2098 2099 2117 2116
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2009 1 2099 2100 2118 2117
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2010 1 2100 2101 2119 2118
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2011 1 2101 2102 2120 2119
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2012 1 2102 2103 2121 2120
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2013 1 2103 2104 2122 2121
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2014 1 2104 16 15 2122
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2015 1 1263 2105 2123 1264
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2016 1 2105 2106 2124 2123
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2017 1 2106 2107 2125 2124
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2018 1 2107 2108 2126 2125
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2019 1 2108 2109 2127 2126
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2020 1 2109 2110 2128 2127
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2021 1 2110 2111 2129 2128
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2022 1 2111 2112 2130 2129
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2023 1 2112 2113 2131 2130
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2024 1 2113 2114 2132 2131
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2025 1 2114 2115 2133 2132
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2026 1 2115 2116 2134 2133
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2027 1 2116 2117 2135 2134
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2028 1 2117 2118 2136 2135
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2029 1 2118 2119 2137 2136
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2030 1 2119 2120 2138 2137
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2031 1 2120 2121 2139 2138
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2032 1 2121 2122 2140 2139
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2033 1 2122 15 14 2140
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2034 1 1264 2123 2141 1265
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2035 1 2123 2124 2142 2141
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2036 1 2124 2125 2143 2142
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2037 1 2125 2126 2144 2143
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2038 1 2126 2127 2145 2144
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2039 1 2127 2128 2146 2145
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2040 1 2128 2129 2147 2146
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2041 1 2129 2130 2148 2147
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2042 1 2130 2131 2149 2148
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2043 1 2131 2132 2150 2149
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2044 1 2132 2133 2151 2150
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2045 1 2133 2134 2152 2151
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2046 1 2134 2135 2153 2152
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2047 1 2135 2136 2154 2153
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2048 1 2136 2137 2155 2154
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2049 1 2137 2138 2156 2155
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2050 1 2138 2139 2157 2156
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2051 1 2139 2140 2158 2157
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2052 1 2140 14 13 2158
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2053 1 1265 2141 2159 1266
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2054 1 2141 2142 2160 2159
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2055 1 2142 2143 2161 2160
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2056 1 2143 2144 2162 2161
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2057 1 2144 2145 2163 2162
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2058 1 2145 2146 2164 2163
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2059 1 2146 2147 2165 2164
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2060 1 2147 2148 2166 2165
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2061 1 2148 2149 2167 2166
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2062 1 2149 2150 2168 2167
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2063 1 2150 2151 2169 2168
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2064 1 2151 2152 2170 2169
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2065 1 2152 2153 2171 2170
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2066 1 2153 2154 2172 2171
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2067 1 2154 2155 2173 2172
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2068 1 2155 2156 2174 2173
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2069 1 2156 2157 2175 2174
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2070 1 2157 2158 2176 2175
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2071 1 2158 13 12 2176
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2072 1 1266 2159 2177 1267
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2073 1 2159 2160 2178 2177
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2074 1 2160 2161 2179 2178
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2075 1 2161 2162 2180 2179
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2076 1 2162 2163 2181 2180
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2077 1 2163 2164 2182 2181
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2078 1 2164 2165 2183 2182
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2079 1 2165 2166 2184 2183
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2080 1 2166 2167 2185 2184
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2081 1 2167 2168 2186 2185
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2082 1 2168 2169 2187 2186
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2083 1 2169 2170 2188 2187
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2084 1 2170 2171 2189 2188
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2085 1 2171 2172 2190 2189
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2086 1 2172 2173 2191 2190
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2087 1 2173 2174 2192 2191
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2088 1 2174 2175 2193 2192
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2089 1 2175 2176 2194 2193
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2090 1 2176 12 11 2194
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2091 1 1267 2177 2195 1268
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2092 1 2177 2178 2196 2195
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2093 1 2178 2179 2197 2196
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2094 1 2179 2180 2198 2197
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2095 1 2180 2181 2199 2198
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2096 1 2181 2182 2200 2199
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2097 1 2182 2183 2201 2200
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2098 1 2183 2184 2202 2201
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2099 1 2184 2185 2203 2202
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2100 1 2185 2186 2204 2203
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2101 1 2186 2187 2205 2204
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2102 1 2187 2188 2206 2205
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2103 1 2188 2189 2207 2206
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2104 1 2189 2190 2208 2207
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2105 1 2190 2191 2209 2208
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2106 1 2191 2192 2210 2209
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2107 1 2192 2193 2211 2210
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2108 1 2193 2194 2212 2211
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2109 1 2194 11 10 2212
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2110 1 1268 2195 2213 1269
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2111 1 2195 2196 2214 2213
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2112 1 2196 2197 2215 2214
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2113 1 2197 2198 2216 2215
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2114 1 2198 2199 2217 2216
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2115 1 2199 2200 2218 2217
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2116 1 2200 2201 2219 2218
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2117 1 2201 2202 2220 2219
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2118 1 2202 2203 2221 2220
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2119 1 2203 2204 2222 2221
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2120 1 2204 2205 2223 2222
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2121 1 2205 2206 2224 2223
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2122 1 2206 2207 2225 2224
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2123 1 2207 2208 2226 2225
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2124 1 2208 2209 2227 2226
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2125 1 2209 2210 2228 2227
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2126 1 2210 2211 2229 2228
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2127 1 2211 2212 2230 2229
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2128 1 2212 10 9 2230
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2129 1 1269 2213 2231 1270
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2130 1 2213 2214 2232 2231
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2131 1 2214 2215 2233 2232
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2132 1 2215 2216 2234 2233
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2133 1 2216 2217 2235 2234
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2134 1 2217 2218 2236 2235
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2135 1 2218 2219 2237 2236
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2136 1 2219 2220 2238 2237
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2137 1 2220 2221 2239 2238
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2138 1 2221 2222 2240 2239
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2139 1 2222 2223 2241 2240
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2140 1 2223 2224 2242 2241
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2141 1 2224 2225 2243 2242
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2142 1 2225 2226 2244 2243
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2143 1 2226 2227 2245 2244
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2144 1 2227 2228 2246 2245
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2145 1 2228 2229 2247 2246
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2146 1 2229 2230 2248 2247
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2147 1 2230 9 8 2248
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2148 1 1270 2231 2249 1271
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2149 1 2231 2232 2250 2249
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2150 1 2232 2233 2251 2250
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2151 1 2233 2234 2252 2251
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2152 1 2234 2235 2253 2252
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2153 1 2235 2236 2254 2253
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2154 1 2236 2237 2255 2254
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2155 1 2237 2238 2256 2255
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2156 1 2238 2239 2257 2256
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2157 1 2239 2240 2258 2257
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2158 1 2240 2241 2259 2258
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2159 1 2241 2242 2260 2259
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2160 1 2242 2243 2261 2260
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2161 1 2243 2244 2262 2261
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2162 1 2244 2245 2263 2262
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2163 1 2245 2246 2264 2263
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2164 1 2246 2247 2265 2264
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2165 1 2247 2248 2266 2265
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2166 1 2248 8 7 2266
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2167 1 1271 2249 2267 1272
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2168 1 2249 2250 2268 2267
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2169 1 2250 2251 2269 2268
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2170 1 2251 2252 2270 2269
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2171 1 2252 2253 2271 2270
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2172 1 2253 2254 2272 2271
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2173 1 2254 2255 2273 2272
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2174 1 2255 2256 2274 2273
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2175 1 2256 2257 2275 2274
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2176 1 2257 2258 2276 2275
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2177 1 2258 2259 2277 2276
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2178 1 2259 2260 2278 2277
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2179 1 2260 2261 2279 2278
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2180 1 2261 2262 2280 2279
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2181 1 2262 2263 2281 2280
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2182 1 2263 2264 2282 2281
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2183 1 2264 2265 2283 2282
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2184 1 2265 2266 2284 2283
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2185 1 2266 7 6 2284
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2186 1 1272 2267 2285 1273
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2187 1 2267 2268 2286 2285
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2188 1 2268 2269 2287 2286
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2189 1 2269 2270 2288 2287
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2190 1 2270 2271 2289 2288
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2191 1 2271 2272 2290 2289
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2192 1 2272 2273 2291 2290
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2193 1 2273 2274 2292 2291
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2194 1 2274 2275 2293 2292
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2195 1 2275 2276 2294 2293
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2196 1 2276 2277 2295 2294
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2197 1 2277 2278 2296 2295
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2198 1 2278 2279 2297 2296
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2199 1 2279 2280 2298 2297
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2200 1 2280 2281 2299 2298
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2201 1 2281 2282 2300 2299
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2202 1 2282 2283 2301 2300
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2203 1 2283 2284 2302 2301
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2204 1 2284 6 5 2302
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2205 1 1273 2285 2303 1274
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2206 1 2285 2286 2304 2303
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2207 1 2286 2287 2305 2304
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2208 1 2287 2288 2306 2305
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2209 1 2288 2289 2307 2306
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2210 1 2289 2290 2308 2307
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2211 1 2290 2291 2309 2308
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2212 1 2291 2292 2310 2309
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2213 1 2292 2293 2311 2310
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2214 1 2293 2294 2312 2311
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2215 1 2294 2295 2313 2312
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2216 1 2295 2296 2314 2313
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2217 1 2296 2297 2315 2314
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2218 1 2297 2298 2316 2315
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2219 1 2298 2299 2317 2316
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2220 1 2299 2300 2318 2317
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2221 1 2300 2301 2319 2318
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2222 1 2301 2302 2320 2319
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2223 1 2302 5 4 2320
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2224 1 1274 2303 2321 1275
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2225 1 2303 2304 2322 2321
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2226 1 2304 2305 2323 2322
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2227 1 2305 2306 2324 2323
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2228 1 2306 2307 2325 2324
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2229 1 2307 2308 2326 2325
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2230 1 2308 2309 2327 2326
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2231 1 2309 2310 2328 2327
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2232 1 2310 2311 2329 2328
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2233 1 2311 2312 2330 2329
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2234 1 2312 2313 2331 2330
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2235 1 2313 2314 2332 2331
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2236 1 2314 2315 2333 2332
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2237 1 2315 2316 2334 2333
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2238 1 2316 2317 2335 2334
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2239 1 2317 2318 2336 2335
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2240 1 2318 2319 2337 2336
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2241 1 2319 2320 2338 2337
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2242 1 2320 4 3 2338
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2243 1 1275 2321 2339 1276
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2244 1 2321 2322 2340 2339
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2245 1 2322 2323 2341 2340
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2246 1 2323 2324 2342 2341
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2247 1 2324 2325 2343 2342
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2248 1 2325 2326 2344 2343
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2249 1 2326 2327 2345 2344
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2250 1 2327 2328 2346 2345
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2251 1 2328 2329 2347 2346
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2252 1 2329 2330 2348 2347
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2253 1 2330 2331 2349 2348
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2254 1 2331 2332 2350 2349
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2255 1 2332 2333 2351 2350
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2256 1 2333 2334 2352 2351
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2257 1 2334 2335 2353 2352
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2258 1 2335 2336 2354 2353
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2259 1 2336 2337 2355 2354
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2260 1 2337 2338 2356 2355
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2261 1 2338 3 2 2356
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2262 1 1276 2339 1834 1210
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2263 1 2339 2340 1833 1834
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2264 1 2340 2341 1832 1833
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2265 1 2341 2342 1831 1832
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2266 1 2342 2343 1830 1831
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2267 1 2343 2344 1829 1830
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2268 1 2344 2345 1828 1829
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2269 1 2345 2346 1827 1828
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2270 1 2346 2347 1826 1827
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2271 1 2347 2348 1825 1826
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2272 1 2348 2349 1824 1825
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2273 1 2349 2350 1823 1824
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2274 1 2350 2351 1822 1823
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2275 1 2351 2352 1821 1822
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2276 1 2352 2353 1820 1821
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2277 1 2353 2354 1819 1820
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2278 1 2354 2355 1818 1819
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2279 1 2355 2356 1817 1818
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
2280 1 2356 2 1 1817
2.0000E-03 2.0000E-03 2.0000E-03 2.0000E-03 0.0000E+00 0.0000E+00
3095 2 3290 3291 3321 3320
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3096 2 3291 3292 3322 3321
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3097 2 3292 3293 3323 3322
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3098 2 3293 3294 3324 3323
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3099 2 3294 3295 3325 3324
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3100 2 3295 3296 3326 3325
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3101 2 3296 3297 3327 3326
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3102 2 3297 3298 3328 3327
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3103 2 3298 3299 3329 3328
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3104 2 3299 3275 3276 3329
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3105 2 3320 3321 3330 3319
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3106 2 3321 3322 3331 3330
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3107 2 3322 3323 3332 3331
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3108 2 3323 3324 3333 3332
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3109 2 3324 3325 3334 3333
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3110 2 3325 3326 3335 3334
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3111 2 3326 3327 3336 3335
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3112 2 3327 3328 3337 3336
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3113 2 3328 3329 3338 3337
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3114 2 3329 3276 3277 3338
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3115 2 3319 3330 3339 3318
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3116 2 3330 3331 3340 3339
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3117 2 3331 3332 3341 3340
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3118 2 3332 3333 3342 3341
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3119 2 3333 3334 3343 3342
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3120 2 3334 3335 3344 3343
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3121 2 3335 3336 3345 3344
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3122 2 3336 3337 3346 3345
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3123 2 3337 3338 3347 3346
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3124 2 3338 3277 3278 3347
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3125 2 3318 3339 3348 3317
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3126 2 3339 3340 3349 3348
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3127 2 3340 3341 3350 3349
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3128 2 3341 3342 3351 3350
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3129 2 3342 3343 3352 3351
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3130 2 3343 3344 3353 3352
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3131 2 3344 3345 3354 3353
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3132 2 3345 3346 3355 3354
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3133 2 3346 3347 3356 3355
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3134 2 3347 3278 3279 3356
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3135 2 3317 3348 3357 3316
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3136 2 3348 3349 3358 3357
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3137 2 3349 3350 3359 3358
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3138 2 3350 3351 3360 3359
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3139 2 3351 3352 3361 3360
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3140 2 3352 3353 3362 3361
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3141 2 3353 3354 3363 3362
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3142 2 3354 3355 3364 3363
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3143 2 3355 3356 3365 3364
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3144 2 3356 3279 3280 3365
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3145 2 3316 3357 3366 3315
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3146 2 3357 3358 3367 3366
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3147 2 3358 3359 3368 3367
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3148 2 3359 3360 3369 3368
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3149 2 3360 3361 3370 3369
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3150 2 3361 3362 3371 3370
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3151 2 3362 3363 3372 3371
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3152 2 3363 3364 3373 3372
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3153 2 3364 3365 3374 3373
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3154 2 3365 3280 3281 3374
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3155 2 3315 3366 3375 3314
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3156 2 3366 3367 3376 3375
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3157 2 3367 3368 3377 3376
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3158 2 3368 3369 3378 3377
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3159 2 3369 3370 3379 3378
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3160 2 3370 3371 3380 3379
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3161 2 3371 3372 3381 3380
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3162 2 3372 3373 3382 3381
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3163 2 3373 3374 3383 3382
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3164 2 3374 3281 3282 3383
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3165 2 3314 3375 3384 3313
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3166 2 3375 3376 3385 3384
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3167 2 3376 3377 3386 3385
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3168 2 3377 3378 3387 3386
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3169 2 3378 3379 3388 3387
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3170 2 3379 3380 3389 3388
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3171 2 3380 3381 3390 3389
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3172 2 3381 3382 3391 3390
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3173 2 3382 3383 3392 3391
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3174 2 3383 3282 3283 3392
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3175 2 3313 3384 3393 3312
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3176 2 3384 3385 3394 3393
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3177 2 3385 3386 3395 3394
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3178 2 3386 3387 3396 3395
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3179 2 3387 3388 3397 3396
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3180 2 3388 3389 3398 3397
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3181 2 3389 3390 3399 3398
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3182 2 3390 3391 3400 3399
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3183 2 3391 3392 3401 3400
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3184 2 3392 3283 3284 3401
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3185 2 3312 3393 3301 3300
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3186 2 3393 3394 3302 3301
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3187 2 3394 3395 3303 3302
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3188 2 3395 3396 3304 3303
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3189 2 3396 3397 3305 3304
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3190 2 3397 3398 3306 3305
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3191 2 3398 3399 3307 3306
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3192 2 3399 3400 3308 3307
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3193 2 3400 3401 3309 3308
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3194 2 3401 3284 3285 3309
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3195 2 3285 3286 3402 3309
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3196 2 3286 3287 3403 3402
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3197 2 3287 2555 2554 3403
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3198 2 3309 3402 3404 3308
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3199 2 3402 3403 3405 3404
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3200 2 3403 2554 2553 3405
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3201 2 3308 3404 3406 3307
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3202 2 3404 3405 3407 3406
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3203 2 3405 2553 2552 3407
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3204 2 3307 3406 3408 3306
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3205 2 3406 3407 3409 3408
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3206 2 3407 2552 2551 3409
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3207 2 3306 3408 3410 3305
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3208 2 3408 3409 3411 3410
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3209 2 3409 2551 2550 3411
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3210 2 3305 3410 3412 3304
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3211 2 3410 3411 3413 3412
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3212 2 3411 2550 2549 3413
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3213 2 3304 3412 3414 3303
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3214 2 3412 3413 3415 3414
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3215 2 3413 2549 2548 3415
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3216 2 3303 3414 3416 3302
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3217 2 3414 3415 3417 3416
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3218 2 3415 2548 2547 3417
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3219 2 3302 3416 3418 3301
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3220 2 3416 3417 3419 3418
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3221 2 3417 2547 2546 3419
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3222 2 3301 3418 3310 3300
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3223 2 3418 3419 3311 3310
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3224 2 3419 2546 2545 3311
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3225 2 2545 2544 3420 3311
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3226 2 2544 2543 3421 3420
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3227 2 2543 2542 3422 3421
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3228 2 2542 2541 3423 3422
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3229 2 2541 2540 3424 3423
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3230 2 2540 2539 3425 3424
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3231 2 2539 2538 3426 3425
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3232 2 2538 2537 3427 3426
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3233 2 2537 2536 3428 3427
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3234 2 2536 2535 3288 3428
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3235 2 3311 3420 3429 3310
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3236 2 3420 3421 3430 3429
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3237 2 3421 3422 3431 3430
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3238 2 3422 3423 3432 3431
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3239 2 3423 3424 3433 3432
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3240 2 3424 3425 3434 3433
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3241 2 3425 3426 3435 3434
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3242 2 3426 3427 3436 3435
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3243 2 3427 3428 3437 3436
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3244 2 3428 3288 3289 3437
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3245 2 3310 3429 3312 3300
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3246 2 3429 3430 3313 3312
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3247 2 3430 3431 3314 3313
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3248 2 3431 3432 3315 3314
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3249 2 3432 3433 3316 3315
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3250 2 3433 3434 3317 3316
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3251 2 3434 3435 3318 3317
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3252 2 3435 3436 3319 3318
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3253 2 3436 3437 3320 3319
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3254 2 3437 3289 3290 3320
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3255 2 2525 2524 3471 3470
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3256 2 2524 2523 3472 3471
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3257 2 2523 2522 3473 3472
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3258 2 2522 2521 3474 3473
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3259 2 2521 2520 3475 3474
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3260 2 2520 2519 3476 3475
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3261 2 2519 2518 3477 3476
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3262 2 2518 2517 3478 3477
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3263 2 2517 2516 3479 3478
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3264 2 2516 2515 3438 3479
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3265 2 3470 3471 3480 3469
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3266 2 3471 3472 3481 3480
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3267 2 3472 3473 3482 3481
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3268 2 3473 3474 3483 3482
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3269 2 3474 3475 3484 3483
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3270 2 3475 3476 3485 3484
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3271 2 3476 3477 3486 3485
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3272 2 3477 3478 3487 3486
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3273 2 3478 3479 3488 3487
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3274 2 3479 3438 3439 3488
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3275 2 3469 3480 3451 3450
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3276 2 3480 3481 3452 3451
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3277 2 3481 3482 3453 3452
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3278 2 3482 3483 3454 3453
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3279 2 3483 3484 3455 3454
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3280 2 3484 3485 3456 3455
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3281 2 3485 3486 3457 3456
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3282 2 3486 3487 3458 3457
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3283 2 3487 3488 3459 3458
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3284 2 3488 3439 3440 3459
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3285 2 3440 3441 3489 3459
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3286 2 3441 3442 3490 3489
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3287 2 3442 3443 3491 3490
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3288 2 3443 3444 3492 3491
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3289 2 3444 3445 3493 3492
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3290 2 3445 3446 3494 3493
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3291 2 3446 3447 3495 3494
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3292 2 3447 3448 3496 3495
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3293 2 3448 3449 3497 3496
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3294 2 3449 3275 3299 3497
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3295 2 3459 3489 3498 3458
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3296 2 3489 3490 3499 3498
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3297 2 3490 3491 3500 3499
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3298 2 3491 3492 3501 3500
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3299 2 3492 3493 3502 3501
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3300 2 3493 3494 3503 3502
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3301 2 3494 3495 3504 3503
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3302 2 3495 3496 3505 3504
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3303 2 3496 3497 3506 3505
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3304 2 3497 3299 3298 3506
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3305 2 3458 3498 3507 3457
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3306 2 3498 3499 3508 3507
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3307 2 3499 3500 3509 3508
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3308 2 3500 3501 3510 3509
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3309 2 3501 3502 3511 3510
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3310 2 3502 3503 3512 3511
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3311 2 3503 3504 3513 3512
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3312 2 3504 3505 3514 3513
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3313 2 3505 3506 3515 3514
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3314 2 3506 3298 3297 3515
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3315 2 3457 3507 3516 3456
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3316 2 3507 3508 3517 3516
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3317 2 3508 3509 3518 3517
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3318 2 3509 3510 3519 3518
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3319 2 3510 3511 3520 3519
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3320 2 3511 3512 3521 3520
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3321 2 3512 3513 3522 3521
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3322 2 3513 3514 3523 3522
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3323 2 3514 3515 3524 3523
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3324 2 3515 3297 3296 3524
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3325 2 3456 3516 3525 3455
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3326 2 3516 3517 3526 3525
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3327 2 3517 3518 3527 3526
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3328 2 3518 3519 3528 3527
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3329 2 3519 3520 3529 3528
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3330 2 3520 3521 3530 3529
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3331 2 3521 3522 3531 3530
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3332 2 3522 3523 3532 3531
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3333 2 3523 3524 3533 3532
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3334 2 3524 3296 3295 3533
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3335 2 3455 3525 3534 3454
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3336 2 3525 3526 3535 3534
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3337 2 3526 3527 3536 3535
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3338 2 3527 3528 3537 3536
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3339 2 3528 3529 3538 3537
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3340 2 3529 3530 3539 3538
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3341 2 3530 3531 3540 3539
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3342 2 3531 3532 3541 3540
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3343 2 3532 3533 3542 3541
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3344 2 3533 3295 3294 3542
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3345 2 3454 3534 3543 3453
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3346 2 3534 3535 3544 3543
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3347 2 3535 3536 3545 3544
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3348 2 3536 3537 3546 3545
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3349 2 3537 3538 3547 3546
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3350 2 3538 3539 3548 3547
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3351 2 3539 3540 3549 3548
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3352 2 3540 3541 3550 3549
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3353 2 3541 3542 3551 3550
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3354 2 3542 3294 3293 3551
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3355 2 3453 3543 3552 3452
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3356 2 3543 3544 3553 3552
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3357 2 3544 3545 3554 3553
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3358 2 3545 3546 3555 3554
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3359 2 3546 3547 3556 3555
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3360 2 3547 3548 3557 3556
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3361 2 3548 3549 3558 3557
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3362 2 3549 3550 3559 3558
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3363 2 3550 3551 3560 3559
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3364 2 3551 3293 3292 3560
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3365 2 3452 3552 3561 3451
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3366 2 3552 3553 3562 3561
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3367 2 3553 3554 3563 3562
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3368 2 3554 3555 3564 3563
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3369 2 3555 3556 3565 3564
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3370 2 3556 3557 3566 3565
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3371 2 3557 3558 3567 3566
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3372 2 3558 3559 3568 3567
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3373 2 3559 3560 3569 3568
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3374 2 3560 3292 3291 3569
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3375 2 3451 3561 3460 3450
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3376 2 3561 3562 3461 3460
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3377 2 3562 3563 3462 3461
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3378 2 3563 3564 3463 3462
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3379 2 3564 3565 3464 3463
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3380 2 3565 3566 3465 3464
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3381 2 3566 3567 3466 3465
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3382 2 3567 3568 3467 3466
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3383 2 3568 3569 3468 3467
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3384 2 3569 3291 3290 3468
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3385 2 3290 3289 3570 3468
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3386 2 3289 3288 3571 3570
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3387 2 3288 2535 2534 3571
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3388 2 3468 3570 3572 3467
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3389 2 3570 3571 3573 3572
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3390 2 3571 2534 2533 3573
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3391 2 3467 3572 3574 3466
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3392 2 3572 3573 3575 3574
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3393 2 3573 2533 2532 3575
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3394 2 3466 3574 3576 3465
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3395 2 3574 3575 3577 3576
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3396 2 3575 2532 2531 3577
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3397 2 3465 3576 3578 3464
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3398 2 3576 3577 3579 3578
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3399 2 3577 2531 2530 3579
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3400 2 3464 3578 3580 3463
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3401 2 3578 3579 3581 3580
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3402 2 3579 2530 2529 3581
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3403 2 3463 3580 3582 3462
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3404 2 3580 3581 3583 3582
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3405 2 3581 2529 2528 3583
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3406 2 3462 3582 3584 3461
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3407 2 3582 3583 3585 3584
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3408 2 3583 2528 2527 3585
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3409 2 3461 3584 3586 3460
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3410 2 3584 3585 3587 3586
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3411 2 3585 2527 2526 3587
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3412 2 3460 3586 3469 3450
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3413 2 3586 3587 3470 3469
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3414 2 3587 2526 2525 3470
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3415 2 3597 3598 3621 3620
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3416 2 3598 3599 3622 3621
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3417 2 3599 2495 2574 3622
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3418 2 3620 3621 3623 3619
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3419 2 3621 3622 3624 3623
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3420 2 3622 2574 2573 3624
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3421 2 3619 3623 3625 3618
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3422 2 3623 3624 3626 3625
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3423 2 3624 2573 2572 3626
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3424 2 3618 3625 3627 3617
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3425 2 3625 3626 3628 3627
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3426 2 3626 2572 2571 3628
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3427 2 3617 3627 3629 3616
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3428 2 3627 3628 3630 3629
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3429 2 3628 2571 2570 3630
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3430 2 3616 3629 3631 3615
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3431 2 3629 3630 3632 3631
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3432 2 3630 2570 2569 3632
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3433 2 3615 3631 3633 3614
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3434 2 3631 3632 3634 3633
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3435 2 3632 2569 2568 3634
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3436 2 3614 3633 3635 3613
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3437 2 3633 3634 3636 3635
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3438 2 3634 2568 2567 3636
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3439 2 3613 3635 3637 3612
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3440 2 3635 3636 3638 3637
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3441 2 3636 2567 2566 3638
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3442 2 3612 3637 3601 3600
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3443 2 3637 3638 3602 3601
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3444 2 3638 2566 2565 3602
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3445 2 2565 2564 3639 3602
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3446 2 2564 2563 3640 3639
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3447 2 2563 2562 3641 3640
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3448 2 2562 2561 3642 3641
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3449 2 2561 2560 3643 3642
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3450 2 2560 2559 3644 3643
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3451 2 2559 2558 3645 3644
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3452 2 2558 2557 3646 3645
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3453 2 2557 2556 3647 3646
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3454 2 2556 2555 3287 3647
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3455 2 3602 3639 3648 3601
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3456 2 3639 3640 3649 3648
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3457 2 3640 3641 3650 3649
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3458 2 3641 3642 3651 3650
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3459 2 3642 3643 3652 3651
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3460 2 3643 3644 3653 3652
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3461 2 3644 3645 3654 3653
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3462 2 3645 3646 3655 3654
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3463 2 3646 3647 3656 3655
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3464 2 3647 3287 3286 3656
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3465 2 3601 3648 3603 3600
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3466 2 3648 3649 3604 3603
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3467 2 3649 3650 3605 3604
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3468 2 3650 3651 3606 3605
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3469 2 3651 3652 3607 3606
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3470 2 3652 3653 3608 3607
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3471 2 3653 3654 3609 3608
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3472 2 3654 3655 3610 3609
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3473 2 3655 3656 3611 3610
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3474 2 3656 3286 3285 3611
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3475 2 3285 3284 3657 3611
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3476 2 3284 3283 3658 3657
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3477 2 3283 3282 3659 3658
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3478 2 3282 3281 3660 3659
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3479 2 3281 3280 3661 3660
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3480 2 3280 3279 3662 3661
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3481 2 3279 3278 3663 3662
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3482 2 3278 3277 3664 3663
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3483 2 3277 3276 3665 3664
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3484 2 3276 3275 3588 3665
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3485 2 3611 3657 3666 3610
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3486 2 3657 3658 3667 3666
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3487 2 3658 3659 3668 3667
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3488 2 3659 3660 3669 3668
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3489 2 3660 3661 3670 3669
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3490 2 3661 3662 3671 3670
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3491 2 3662 3663 3672 3671
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3492 2 3663 3664 3673 3672
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3493 2 3664 3665 3674 3673
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3494 2 3665 3588 3589 3674
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3495 2 3610 3666 3675 3609
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3496 2 3666 3667 3676 3675
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3497 2 3667 3668 3677 3676
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3498 2 3668 3669 3678 3677
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3499 2 3669 3670 3679 3678
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3500 2 3670 3671 3680 3679
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3501 2 3671 3672 3681 3680
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3502 2 3672 3673 3682 3681
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3503 2 3673 3674 3683 3682
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3504 2 3674 3589 3590 3683
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3505 2 3609 3675 3684 3608
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3506 2 3675 3676 3685 3684
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3507 2 3676 3677 3686 3685
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3508 2 3677 3678 3687 3686
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3509 2 3678 3679 3688 3687
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3510 2 3679 3680 3689 3688
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3511 2 3680 3681 3690 3689
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3512 2 3681 3682 3691 3690
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3513 2 3682 3683 3692 3691
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3514 2 3683 3590 3591 3692
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3515 2 3608 3684 3693 3607
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3516 2 3684 3685 3694 3693
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3517 2 3685 3686 3695 3694
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3518 2 3686 3687 3696 3695
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3519 2 3687 3688 3697 3696
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3520 2 3688 3689 3698 3697
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3521 2 3689 3690 3699 3698
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3522 2 3690 3691 3700 3699
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3523 2 3691 3692 3701 3700
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3524 2 3692 3591 3592 3701
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3525 2 3607 3693 3702 3606
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3526 2 3693 3694 3703 3702
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3527 2 3694 3695 3704 3703
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3528 2 3695 3696 3705 3704
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3529 2 3696 3697 3706 3705
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3530 2 3697 3698 3707 3706
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3531 2 3698 3699 3708 3707
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3532 2 3699 3700 3709 3708
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3533 2 3700 3701 3710 3709
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3534 2 3701 3592 3593 3710
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3535 2 3606 3702 3711 3605
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3536 2 3702 3703 3712 3711
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3537 2 3703 3704 3713 3712
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3538 2 3704 3705 3714 3713
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3539 2 3705 3706 3715 3714
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3540 2 3706 3707 3716 3715
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3541 2 3707 3708 3717 3716
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3542 2 3708 3709 3718 3717
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3543 2 3709 3710 3719 3718
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3544 2 3710 3593 3594 3719
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3545 2 3605 3711 3720 3604
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3546 2 3711 3712 3721 3720
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3547 2 3712 3713 3722 3721
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3548 2 3713 3714 3723 3722
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3549 2 3714 3715 3724 3723
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3550 2 3715 3716 3725 3724
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3551 2 3716 3717 3726 3725
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3552 2 3717 3718 3727 3726
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3553 2 3718 3719 3728 3727
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3554 2 3719 3594 3595 3728
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3555 2 3604 3720 3729 3603
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3556 2 3720 3721 3730 3729
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3557 2 3721 3722 3731 3730
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3558 2 3722 3723 3732 3731
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3559 2 3723 3724 3733 3732
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3560 2 3724 3725 3734 3733
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3561 2 3725 3726 3735 3734
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3562 2 3726 3727 3736 3735
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3563 2 3727 3728 3737 3736
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3564 2 3728 3595 3596 3737
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3565 2 3603 3729 3612 3600
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3566 2 3729 3730 3613 3612
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3567 2 3730 3731 3614 3613
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3568 2 3731 3732 3615 3614
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3569 2 3732 3733 3616 3615
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3570 2 3733 3734 3617 3616
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3571 2 3734 3735 3618 3617
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3572 2 3735 3736 3619 3618
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3573 2 3736 3737 3620 3619
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3574 2 3737 3596 3597 3620
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3575 2 2505 2504 3759 3758
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3576 2 2504 2503 3760 3759
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3577 2 2503 2502 3761 3760
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3578 2 2502 2501 3762 3761
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3579 2 2501 2500 3763 3762
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3580 2 2500 2499 3764 3763
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3581 2 2499 2498 3765 3764
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3582 2 2498 2497 3766 3765
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3583 2 2497 2496 3767 3766
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3584 2 2496 2495 3599 3767
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3585 2 3758 3759 3768 3757
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3586 2 3759 3760 3769 3768
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3587 2 3760 3761 3770 3769
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3588 2 3761 3762 3771 3770
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3589 2 3762 3763 3772 3771
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3590 2 3763 3764 3773 3772
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3591 2 3764 3765 3774 3773
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3592 2 3765 3766 3775 3774
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3593 2 3766 3767 3776 3775
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3594 2 3767 3599 3598 3776
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3595 2 3757 3768 3739 3738
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3596 2 3768 3769 3740 3739
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3597 2 3769 3770 3741 3740
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3598 2 3770 3771 3742 3741
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3599 2 3771 3772 3743 3742
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3600 2 3772 3773 3744 3743
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3601 2 3773 3774 3745 3744
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3602 2 3774 3775 3746 3745
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3603 2 3775 3776 3747 3746
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3604 2 3776 3598 3597 3747
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3605 2 3597 3596 3777 3747
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3606 2 3596 3595 3778 3777
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3607 2 3595 3594 3779 3778
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3608 2 3594 3593 3780 3779
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3609 2 3593 3592 3781 3780
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3610 2 3592 3591 3782 3781
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3611 2 3591 3590 3783 3782
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3612 2 3590 3589 3784 3783
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3613 2 3589 3588 3785 3784
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3614 2 3588 3275 3449 3785
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3615 2 3747 3777 3786 3746
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3616 2 3777 3778 3787 3786
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3617 2 3778 3779 3788 3787
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3618 2 3779 3780 3789 3788
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3619 2 3780 3781 3790 3789
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3620 2 3781 3782 3791 3790
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3621 2 3782 3783 3792 3791
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3622 2 3783 3784 3793 3792
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3623 2 3784 3785 3794 3793
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3624 2 3785 3449 3448 3794
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3625 2 3746 3786 3795 3745
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3626 2 3786 3787 3796 3795
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3627 2 3787 3788 3797 3796
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3628 2 3788 3789 3798 3797
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3629 2 3789 3790 3799 3798
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3630 2 3790 3791 3800 3799
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3631 2 3791 3792 3801 3800
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3632 2 3792 3793 3802 3801
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3633 2 3793 3794 3803 3802
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3634 2 3794 3448 3447 3803
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3635 2 3745 3795 3804 3744
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3636 2 3795 3796 3805 3804
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3637 2 3796 3797 3806 3805
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3638 2 3797 3798 3807 3806
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3639 2 3798 3799 3808 3807
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3640 2 3799 3800 3809 3808
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3641 2 3800 3801 3810 3809
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3642 2 3801 3802 3811 3810
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3643 2 3802 3803 3812 3811
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3644 2 3803 3447 3446 3812
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3645 2 3744 3804 3813 3743
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3646 2 3804 3805 3814 3813
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3647 2 3805 3806 3815 3814
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3648 2 3806 3807 3816 3815
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3649 2 3807 3808 3817 3816
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3650 2 3808 3809 3818 3817
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3651 2 3809 3810 3819 3818
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3652 2 3810 3811 3820 3819
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3653 2 3811 3812 3821 3820
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3654 2 3812 3446 3445 3821
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3655 2 3743 3813 3822 3742
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3656 2 3813 3814 3823 3822
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3657 2 3814 3815 3824 3823
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3658 2 3815 3816 3825 3824
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3659 2 3816 3817 3826 3825
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3660 2 3817 3818 3827 3826
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3661 2 3818 3819 3828 3827
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3662 2 3819 3820 3829 3828
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3663 2 3820 3821 3830 3829
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3664 2 3821 3445 3444 3830
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3665 2 3742 3822 3831 3741
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3666 2 3822 3823 3832 3831
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3667 2 3823 3824 3833 3832
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3668 2 3824 3825 3834 3833
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3669 2 3825 3826 3835 3834
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3670 2 3826 3827 3836 3835
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3671 2 3827 3828 3837 3836
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3672 2 3828 3829 3838 3837
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3673 2 3829 3830 3839 3838
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3674 2 3830 3444 3443 3839
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3675 2 3741 3831 3840 3740
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3676 2 3831 3832 3841 3840
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3677 2 3832 3833 3842 3841
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3678 2 3833 3834 3843 3842
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3679 2 3834 3835 3844 3843
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3680 2 3835 3836 3845 3844
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3681 2 3836 3837 3846 3845
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3682 2 3837 3838 3847 3846
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3683 2 3838 3839 3848 3847
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3684 2 3839 3443 3442 3848
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3685 2 3740 3840 3849 3739
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3686 2 3840 3841 3850 3849
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3687 2 3841 3842 3851 3850
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3688 2 3842 3843 3852 3851
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3689 2 3843 3844 3853 3852
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3690 2 3844 3845 3854 3853
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3691 2 3845 3846 3855 3854
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3692 2 3846 3847 3856 3855
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3693 2 3847 3848 3857 3856
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3694 2 3848 3442 3441 3857
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3695 2 3739 3849 3748 3738
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3696 2 3849 3850 3749 3748
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3697 2 3850 3851 3750 3749
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3698 2 3851 3852 3751 3750
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3699 2 3852 3853 3752 3751
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3700 2 3853 3854 3753 3752
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3701 2 3854 3855 3754 3753
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3702 2 3855 3856 3755 3754
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3703 2 3856 3857 3756 3755
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3704 2 3857 3441 3440 3756
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3705 2 3440 3439 3858 3756
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3706 2 3439 3438 3859 3858
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3707 2 3438 2515 2514 3859
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3708 2 3756 3858 3860 3755
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3709 2 3858 3859 3861 3860
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3710 2 3859 2514 2513 3861
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3711 2 3755 3860 3862 3754
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3712 2 3860 3861 3863 3862
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3713 2 3861 2513 2512 3863
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3714 2 3754 3862 3864 3753
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3715 2 3862 3863 3865 3864
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3716 2 3863 2512 2511 3865
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3717 2 3753 3864 3866 3752
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3718 2 3864 3865 3867 3866
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3719 2 3865 2511 2510 3867
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3720 2 3752 3866 3868 3751
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3721 2 3866 3867 3869 3868
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3722 2 3867 2510 2509 3869
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3723 2 3751 3868 3870 3750
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3724 2 3868 3869 3871 3870
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3725 2 3869 2509 2508 3871
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3726 2 3750 3870 3872 3749
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3727 2 3870 3871 3873 3872
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3728 2 3871 2508 2507 3873
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3729 2 3749 3872 3874 3748
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3730 2 3872 3873 3875 3874
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3731 2 3873 2507 2506 3875
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3732 2 3748 3874 3757 3738
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3733 2 3874 3875 3758 3757
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3734 2 3875 2506 2505 3758
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3735 2 4027 4025 4020 4021
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3736 2 4021 4022 4026 4027
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3737 2 4022 4023 4024 4026
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3738 2 4018 4019 4025 4027
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3739 2 4027 4026 4017 4018
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3740 2 4026 4024 4016 4017
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3741 2 2502 2503 4020 4025
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3742 2 4025 4019 2501 2502
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3743 2 4024 4023 3928 3929
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3744 2 3929 3930 4016 4024
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3745 2 4010 4011 4023 4022
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3746 2 4022 4021 4009 4010
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3747 2 4020 2503 2504 4008
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3748 2 4008 4009 4021 4020
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3749 2 4011 3927 3928 4023
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3750 2 4014 4015 4019 4018
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3751 2 4018 4017 4013 4014
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3752 2 4017 4016 4012 4013
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3753 2 4015 2500 2501 4019
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3754 2 4016 3930 3931 4012
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3755 2 4005 4006 4014 4013
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3756 2 4013 4012 4004 4005
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3757 2 4012 3931 3932 4004
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3758 2 4007 2499 2500 4015
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3759 2 4015 4014 4006 4007
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3760 2 4001 4002 4010 4009
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3761 2 4009 4008 4000 4001
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3762 2 4008 2504 2505 4000
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3763 2 4003 3926 3927 4011
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3764 2 4011 4010 4002 4003
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3765 2 4005 4004 3996 3997
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3766 2 3997 3998 4006 4005
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3767 2 3998 3999 4007 4006
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3768 2 3999 2498 2499 4007
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3769 2 4004 3932 3933 3996
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3770 2 3990 3991 4003 4002
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3771 2 4002 4001 3989 3990
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3772 2 4000 2505 2506 3988
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3773 2 3988 3989 4001 4000
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3774 2 3991 3925 3926 4003
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3775 2 3998 3997 3993 3994
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3776 2 3994 3995 3999 3998
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3777 2 3995 2497 2498 3999
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3778 2 3996 3933 3934 3992
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3779 2 3992 3993 3997 3996
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3780 2 3970 3971 3995 3994
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3781 2 3994 3993 3969 3970
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3782 2 3993 3992 3968 3969
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3783 2 3971 2496 2497 3995
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3784 2 3992 3934 3935 3968
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3785 2 4043 4041 4036 4037
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3786 2 4037 4038 4042 4043
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3787 2 4038 4039 4040 4042
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3788 2 4034 4035 4041 4043
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3789 2 4043 4042 4033 4034
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3790 2 4042 4040 4032 4033
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3791 2 2508 2509 4036 4041
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3792 2 4041 4035 2507 2508
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3793 2 4040 4039 3922 3923
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3794 2 3923 3924 4032 4040
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3795 2 4037 4036 4028 4029
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3796 2 4029 4030 4038 4037
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3797 2 4030 4031 4039 4038
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3798 2 4036 2509 2510 4028
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3799 2 4031 3921 3922 4039
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3800 2 4034 4033 3990 3989
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3801 2 3989 3988 4035 4034
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3802 2 3988 2506 2507 4035
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3803 2 4032 3924 3925 3991
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3804 2 3991 3990 4033 4032
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3805 2 4029 4028 3984 3985
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3806 2 3985 3986 4030 4029
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3807 2 3986 3987 4031 4030
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3808 2 4028 2510 2511 3984
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3809 2 3987 3920 3921 4031
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3810 2 4046 4044 3981 3982
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3811 2 3982 3983 4045 4046
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3812 2 3983 3918 3919 4045
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3813 2 3986 3985 4044 4046
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3814 2 4046 4045 3987 3986
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3815 2 4045 3919 3920 3987
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3816 2 3984 2511 2512 4047
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3817 2 4047 4044 3985 3984
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3818 2 3980 3981 4044 4047
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3819 2 4047 2512 2513 3980
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3820 2 3981 3980 3976 3977
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3821 2 3977 3978 3982 3981
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3822 2 3978 3979 3983 3982
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3823 2 3980 2513 2514 3976
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3824 2 3979 3917 3918 3983
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3825 2 3977 3976 3972 3973
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3826 2 3973 3974 3978 3977
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3827 2 3974 3975 3979 3978
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3828 2 3976 2514 2515 3972
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3829 2 3975 3916 3917 3979
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3830 2 3973 3972 3964 3965
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3831 2 3965 3966 3974 3973
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3832 2 3966 3967 3975 3974
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3833 2 3972 2515 2516 3964
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3834 2 3967 3915 3916 3975
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3835 2 4103 4101 4096 4097
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3836 2 4097 4098 4102 4103
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3837 2 4098 4099 4100 4102
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3838 2 4094 4095 4101 4103
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3839 2 4103 4102 4093 4094
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3840 2 4102 4100 4092 4093
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3841 2 2562 2563 4096 4101
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3842 2 4101 4095 2561 2562
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3843 2 4100 4099 3948 3949
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3844 2 3949 3950 4092 4100
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3845 2 4085 4086 4098 4097
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3846 2 4097 4096 4084 4085
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3847 2 4096 2563 2564 4084
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3848 2 4087 3947 3948 4099
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3849 2 4099 4098 4086 4087
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3850 2 4090 4091 4095 4094
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3851 2 4094 4093 4089 4090
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3852 2 4093 4092 4088 4089
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3853 2 4091 2560 2561 4095
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3854 2 4092 3950 3951 4088
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3855 2 4083 2559 2560 4091
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3856 2 4091 4090 4082 4083
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3857 2 4090 4089 4081 4082
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3858 2 4088 3951 3952 4080
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3859 2 4080 4081 4089 4088
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3860 2 4084 2564 2565 4076
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3861 2 4076 4077 4085 4084
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3862 2 4077 4078 4086 4085
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3863 2 4079 3946 3947 4087
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3864 2 4087 4086 4078 4079
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3865 2 4074 4075 4083 4082
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3866 2 4082 4081 4073 4074
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3867 2 4081 4080 4072 4073
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3868 2 4075 2558 2559 4083
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3869 2 4080 3952 3953 4072
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3870 2 4066 4067 4079 4078
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3871 2 4078 4077 4065 4066
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3872 2 4077 4076 4064 4065
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3873 2 4076 2565 2566 4064
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3874 2 4067 3945 3946 4079
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3875 2 4070 4071 4075 4074
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3876 2 4074 4073 4069 4070
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3877 2 4072 3953 3954 4068
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3878 2 4068 4069 4073 4072
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3879 2 4071 2557 2558 4075
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3880 2 3962 3963 4071 4070
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3881 2 4070 4069 3961 3962
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3882 2 4069 4068 3960 3961
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3883 2 3963 2556 2557 4071
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3884 2 4068 3954 3955 3960
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3885 2 4119 4117 4112 4113
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3886 2 4113 4114 4118 4119
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3887 2 4114 4115 4116 4118
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3888 2 4110 4111 4117 4119
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3889 2 4119 4118 4109 4110
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3890 2 4118 4116 4108 4109
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3891 2 2568 2569 4112 4117
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3892 2 4117 4111 2567 2568
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3893 2 4116 4115 3942 3943
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3894 2 3943 3944 4108 4116
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3895 2 4113 4112 4104 4105
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3896 2 4105 4106 4114 4113
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3897 2 4106 4107 4115 4114
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3898 2 4112 2569 2570 4104
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3899 2 4107 3941 3942 4115
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3900 2 4108 3944 3945 4067
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3901 2 4067 4066 4109 4108
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3902 2 4066 4065 4110 4109
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3903 2 4064 2566 2567 4111
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3904 2 4111 4110 4065 4064
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3905 2 4105 4104 4060 4061
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3906 2 4061 4062 4106 4105
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3907 2 4062 4063 4107 4106
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3908 2 4104 2570 2571 4060
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3909 2 4063 3940 3941 4107
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3910 2 4061 4060 4120 4122
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3911 2 4122 4121 4062 4061
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3912 2 4057 4058 4121 4122
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3913 2 4122 4120 4056 4057
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3914 2 4059 3938 3939 4123
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3915 2 4123 4121 4058 4059
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3916 2 4063 4062 4121 4123
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3917 2 4123 3939 3940 4063
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3918 2 2572 2573 4056 4120
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3919 2 4120 4060 2571 2572
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3920 2 4054 4055 4059 4058
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3921 2 4058 4057 4053 4054
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3922 2 4057 4056 4052 4053
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3923 2 4056 2573 2574 4052
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3924 2 4055 3937 3938 4059
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3925 2 4053 4052 4048 4049
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3926 2 4049 4050 4054 4053
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3927 2 4050 4051 4055 4054
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3928 2 4052 2574 2495 4048
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3929 2 4051 3936 3937 4055
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3930 2 4049 4048 3971 3970
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3931 2 3970 3969 4050 4049
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3932 2 3969 3968 4051 4050
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3933 2 4048 2495 2496 3971
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3934 2 3968 3935 3936 4051
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3935 2 4175 4173 4168 4169
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3936 2 4169 4170 4174 4175
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3937 2 4170 4171 4172 4174
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3938 2 4166 4167 4173 4175
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3939 2 4175 4174 4165 4166
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3940 2 4174 4172 4164 4165
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3941 2 2522 2523 4168 4173
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3942 2 4173 4167 2521 2522
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3943 2 4172 4171 3908 3909
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3944 2 3909 3910 4164 4172
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3945 2 4157 4158 4170 4169
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3946 2 4169 4168 4156 4157
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3947 2 4168 2523 2524 4156
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3948 2 4159 3907 3908 4171
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3949 2 4171 4170 4158 4159
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3950 2 4162 4163 4167 4166
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3951 2 4166 4165 4161 4162
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3952 2 4165 4164 4160 4161
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3953 2 4163 2520 2521 4167
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3954 2 4164 3910 3911 4160
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3955 2 4162 4161 4153 4154
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3956 2 4154 4155 4163 4162
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3957 2 4155 2519 2520 4163
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3958 2 4161 4160 4152 4153
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3959 2 4160 3911 3912 4152
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3960 2 4149 4150 4158 4157
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3961 2 4157 4156 4148 4149
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3962 2 4156 2524 2525 4148
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3963 2 4150 4151 4159 4158
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3964 2 4151 3906 3907 4159
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3965 2 4147 2518 2519 4155
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3966 2 4155 4154 4146 4147
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3967 2 4154 4153 4145 4146
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3968 2 4152 3912 3913 4144
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3969 2 4144 4145 4153 4152
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3970 2 4150 4149 4137 4138
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3971 2 4138 4139 4151 4150
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3972 2 4139 3905 3906 4151
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3973 2 4148 2525 2526 4136
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3974 2 4136 4137 4149 4148
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3975 2 4145 4144 4140 4141
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3976 2 4141 4142 4146 4145
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3977 2 4142 4143 4147 4146
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3978 2 4144 3913 3914 4140
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3979 2 4143 2517 2518 4147
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3980 2 3965 3964 4143 4142
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3981 2 4142 4141 3966 3965
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3982 2 4141 4140 3967 3966
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3983 2 3964 2516 2517 4143
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3984 2 4140 3914 3915 3967
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3985 2 4191 4189 4184 4185
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3986 2 4185 4186 4190 4191
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3987 2 4186 4187 4188 4190
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3988 2 4182 4183 4189 4191
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3989 2 4191 4190 4181 4182
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3990 2 4190 4188 4180 4181
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3991 2 2528 2529 4184 4189
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3992 2 4189 4183 2527 2528
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3993 2 4188 4187 3902 3903
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3994 2 3903 3904 4180 4188
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3995 2 4185 4184 4176 4177
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3996 2 4177 4178 4186 4185
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3997 2 4178 4179 4187 4186
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3998 2 4184 2529 2530 4176
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
3999 2 4179 3901 3902 4187
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4000 2 4182 4181 4138 4137
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4001 2 4137 4136 4183 4182
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4002 2 4136 2526 2527 4183
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4003 2 4180 3904 3905 4139
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4004 2 4139 4138 4181 4180
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4005 2 4177 4176 4132 4133
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4006 2 4133 4134 4178 4177
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4007 2 4134 4135 4179 4178
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4008 2 4176 2530 2531 4132
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4009 2 4135 3900 3901 4179
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4010 2 4194 4192 4129 4130
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4011 2 4130 4131 4193 4194
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4012 2 4131 3898 3899 4193
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4013 2 4134 4133 4192 4194
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4014 2 4194 4193 4135 4134
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4015 2 4193 3899 3900 4135
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4016 2 4132 2531 2532 4195
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4017 2 4195 4192 4133 4132
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4018 2 4128 4129 4192 4195
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4019 2 4195 2532 2533 4128
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4020 2 4129 4128 4124 4125
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4021 2 4125 4126 4130 4129
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4022 2 4126 4127 4131 4130
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4023 2 4128 2533 2534 4124
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4024 2 4127 3897 3898 4131
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4025 2 4125 4124 3959 3958
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4026 2 3958 3957 4126 4125
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4027 2 3957 3956 4127 4126
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4028 2 4124 2534 2535 3959
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4029 2 3956 3896 3897 4127
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4030 2 4255 4253 4248 4249
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4031 2 4249 4250 4254 4255
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4032 2 4250 4251 4252 4254
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4033 2 4246 4247 4253 4255
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4034 2 4255 4254 4245 4246
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4035 2 4254 4252 4244 4245
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4036 2 2542 2543 4248 4253
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4037 2 4253 4247 2541 2542
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4038 2 4252 4251 3888 3889
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4039 2 3889 3890 4244 4252
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4040 2 4237 4238 4250 4249
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4041 2 4249 4248 4236 4237
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4042 2 4248 2543 2544 4236
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4043 2 4238 4239 4251 4250
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4044 2 4239 3887 3888 4251
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4045 2 4242 4243 4247 4246
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4046 2 4246 4245 4241 4242
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4047 2 4245 4244 4240 4241
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4048 2 4243 2540 2541 4247
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4049 2 4244 3890 3891 4240
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4050 2 4242 4241 4233 4234
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4051 2 4234 4235 4243 4242
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4052 2 4235 2539 2540 4243
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4053 2 4241 4240 4232 4233
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4054 2 4240 3891 3892 4232
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4055 2 4231 3886 3887 4239
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4056 2 4239 4238 4230 4231
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4057 2 4238 4237 4229 4230
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4058 2 4236 2544 2545 4228
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4059 2 4228 4229 4237 4236
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4060 2 4226 4227 4235 4234
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4061 2 4234 4233 4225 4226
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4062 2 4232 3892 3893 4224
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4063 2 4224 4225 4233 4232
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4064 2 4227 2538 2539 4235
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4065 2 4229 4228 4216 4217
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4066 2 4217 4218 4230 4229
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4067 2 4218 4219 4231 4230
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4068 2 4228 2545 2546 4216
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4069 2 4219 3885 3886 4231
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4070 2 4224 3893 3894 4220
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4071 2 4220 4221 4225 4224
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4072 2 4221 4222 4226 4225
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4073 2 4223 2537 2538 4227
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4074 2 4227 4226 4222 4223
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4075 2 4198 4199 4223 4222
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4076 2 4222 4221 4197 4198
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4077 2 4221 4220 4196 4197
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4078 2 4199 2536 2537 4223
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4079 2 4220 3894 3895 4196
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4080 2 4271 4269 4264 4265
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4081 2 4265 4266 4270 4271
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4082 2 4266 4267 4268 4270
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4083 2 4262 4263 4269 4271
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4084 2 4271 4270 4261 4262
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4085 2 4270 4268 4260 4261
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4086 2 2548 2549 4264 4269
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4087 2 4269 4263 2547 2548
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4088 2 4268 4267 3882 3883
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4089 2 3883 3884 4260 4268
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4090 2 4265 4264 4256 4257
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4091 2 4257 4258 4266 4265
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4092 2 4258 4259 4267 4266
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4093 2 4264 2549 2550 4256
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4094 2 4259 3881 3882 4267
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4095 2 4260 3884 3885 4219
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4096 2 4219 4218 4261 4260
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4097 2 4218 4217 4262 4261
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4098 2 4216 2546 2547 4263
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4099 2 4263 4262 4217 4216
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4100 2 4257 4256 4212 4213
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4101 2 4213 4214 4258 4257
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4102 2 4214 4215 4259 4258
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4103 2 4256 2550 2551 4212
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4104 2 4215 3880 3881 4259
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4105 2 4275 4273 4208 4209
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4106 2 4209 4210 4274 4275
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4107 2 4210 4211 4272 4274
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4108 2 4213 4212 4273 4275
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4109 2 4275 4274 4214 4213
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4110 2 4274 4272 4215 4214
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4111 2 2552 2553 4208 4273
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4112 2 4273 4212 2551 2552
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4113 2 4272 4211 3878 3879
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4114 2 3879 3880 4215 4272
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4115 2 4209 4208 4204 4205
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4116 2 4205 4206 4210 4209
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4117 2 4206 4207 4211 4210
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4118 2 4208 2553 2554 4204
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4119 2 4207 3877 3878 4211
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4120 2 4205 4204 4200 4201
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4121 2 4201 4202 4206 4205
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4122 2 4202 4203 4207 4206
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4123 2 4204 2554 2555 4200
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4124 2 4203 3876 3877 4207
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4125 2 4201 4200 3963 3962
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4126 2 3962 3961 4202 4201
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4127 2 3961 3960 4203 4202
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4128 2 4200 2555 2556 3963
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4129 2 3960 3955 3876 4203
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4130 2 3958 3959 4199 4198
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4131 2 4198 4197 3957 3958
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4132 2 4197 4196 3956 3957
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4133 2 3959 2535 2536 4199
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
4134 2 4196 3895 3896 3956
1.0000E-02 1.0000E-02 1.0000E-02 1.0000E-02 0.0000E+00 0.0000E+00
___________________________________________________
Listing the top 100 shell elements wrt aspect ratio
___________________________________________________
Element # Aspect ratio
========= ============
3222 0.1502716318E+01
3245 0.1502716318E+01
3275 0.1502716318E+01
3412 0.1502716318E+01
3442 0.1502716318E+01
3465 0.1502716318E+01
3595 0.1502716318E+01
3732 0.1502716318E+01
3185 0.1350944276E+01
3375 0.1350944276E+01
3565 0.1350944276E+01
3695 0.1350944276E+01
85 0.1344363265E+01
87 0.1344363265E+01
88 0.1344363265E+01
90 0.1344363265E+01
505 0.1344363265E+01
507 0.1344363265E+01
508 0.1344363265E+01
510 0.1344363265E+01
631 0.1344363265E+01
633 0.1344363265E+01
634 0.1344363265E+01
636 0.1344363265E+01
1051 0.1344363265E+01
1053 0.1344363265E+01
1054 0.1344363265E+01
1056 0.1344363265E+01
1599 0.1344363265E+01
1613 0.1344363265E+01
1637 0.1344363265E+01
1651 0.1344363265E+01
1656 0.1344363265E+01
1670 0.1344363265E+01
1694 0.1344363265E+01
1708 0.1344363265E+01
1713 0.1344363265E+01
1727 0.1344363265E+01
1751 0.1344363265E+01
1765 0.1344363265E+01
1770 0.1344363265E+01
1784 0.1344363265E+01
1808 0.1344363265E+01
1822 0.1344363265E+01
61 0.1344363265E+01
63 0.1344363265E+01
64 0.1344363265E+01
66 0.1344363265E+01
481 0.1344363265E+01
483 0.1344363265E+01
484 0.1344363265E+01
486 0.1344363265E+01
655 0.1344363265E+01
657 0.1344363265E+01
658 0.1344363265E+01
660 0.1344363265E+01
1075 0.1344363265E+01
1077 0.1344363265E+01
1078 0.1344363265E+01
1080 0.1344363265E+01
1143 0.1344363265E+01
1157 0.1344363265E+01
1181 0.1344363265E+01
1195 0.1344363265E+01
1200 0.1344363265E+01
1214 0.1344363265E+01
1238 0.1344363265E+01
1252 0.1344363265E+01
2169 0.1344363265E+01
2183 0.1344363265E+01
2207 0.1344363265E+01
2221 0.1344363265E+01
2226 0.1344363265E+01
2240 0.1344363265E+01
2264 0.1344363265E+01
2278 0.1344363265E+01
67 0.1344363265E+01
69 0.1344363265E+01
70 0.1344363265E+01
72 0.1344363265E+01
73 0.1344363265E+01
75 0.1344363265E+01
76 0.1344363265E+01
78 0.1344363265E+01
79 0.1344363265E+01
81 0.1344363265E+01
82 0.1344363265E+01
84 0.1344363265E+01
487 0.1344363265E+01
489 0.1344363265E+01
490 0.1344363265E+01
492 0.1344363265E+01
493 0.1344363265E+01
495 0.1344363265E+01
496 0.1344363265E+01
498 0.1344363265E+01
499 0.1344363265E+01
501 0.1344363265E+01
502 0.1344363265E+01
504 0.1344363265E+01
___________________________________________________
n o d a l s p c s
boundary conditions (on=1)
node spc id x y z rx ry rz spc setid birth death
1 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
31 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
32 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
33 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
34 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
35 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
36 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
37 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
38 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
39 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
40 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
41 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
42 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
43 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
44 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
45 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
46 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
47 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
48 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
49 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
50 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
80 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
81 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
82 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
83 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
84 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
85 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
86 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
87 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
88 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
89 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
90 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
91 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
92 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
93 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
94 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
95 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
96 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
97 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
98 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
621 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
651 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
652 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
653 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
654 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
655 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
656 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
657 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
658 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
659 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
660 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
661 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
662 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
663 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
664 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
665 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
666 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
667 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
668 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
669 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
670 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
671 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
672 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
673 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
674 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
675 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
676 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
677 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
678 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
679 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
680 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
681 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
682 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
683 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
684 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
685 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
686 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
687 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1210 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1211 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1212 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1213 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1214 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1215 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1216 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1217 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1218 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1219 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1220 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1221 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1222 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1223 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1224 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1225 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1226 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1227 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1228 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1229 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1230 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1231 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1232 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1233 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1234 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1235 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1236 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1237 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1238 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1239 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1240 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1241 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1242 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1243 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1244 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1245 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1246 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1247 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1799 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1800 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1801 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1802 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1803 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1804 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1805 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1806 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1807 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1808 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1809 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1810 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1811 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1812 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1813 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1814 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1815 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1816 0 1 1 0 1 1 1 0 0.0000E+00 1.0000E+20
1817 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1818 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1819 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1820 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1821 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1822 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1823 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1824 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1825 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1826 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1827 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1828 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1829 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1830 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1831 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1832 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1833 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
1834 0 1 1 1 1 1 1 0 0.0000E+00 1.0000E+20
l o a d c u r v e s
number of load curves = 1
load function id number= 1
title = Load vs. Time
number of time points = 2
discretization inc. = 100
initialization flag = 0
eq. 0 analysis only
eq. 1 initialization only
eq. 2 both
input format = 2e20.0
abscissa scale factor = 0.1000E+01
ordinate scale factor = 0.1000E+01
abscissa offset value = 0.0000E+00
ordinate offset value = 0.0000E+00
table definition = 0
eq.-3 5d table
eq.-2 4d table
eq.-1 3d table
eq. 0 curve
eq. 1 table
eq. 2 general X-Y data
eq. 3 function
eq. 4 3858 interpolation
eq. 5 4534a interpolation
eq. 6 general R-S data
eq. 7 non-discretized curve
abscissa ordinate
0.0000 0.0000000E+00
1.0000 1.0000000E+00
c o n c e n t r a t e d l o a d s
node/rb id dir cid slmass curve id scale factor m1 m2 m3
50 3 0 0 1 -1.3160E+01 0 0 0
621 3 0 0 1 -1.3160E+01 0 0 0
670 3 0 0 1 -1.3160E+01 0 0 0
671 3 0 0 1 -1.3160E+01 0 0 0
672 3 0 0 1 -1.3160E+01 0 0 0
673 3 0 0 1 -1.3160E+01 0 0 0
674 3 0 0 1 -1.3160E+01 0 0 0
675 3 0 0 1 -1.3160E+01 0 0 0
676 3 0 0 1 -1.3160E+01 0 0 0
677 3 0 0 1 -1.3160E+01 0 0 0
678 3 0 0 1 -1.3160E+01 0 0 0
679 3 0 0 1 -1.3160E+01 0 0 0
680 3 0 0 1 -1.3160E+01 0 0 0
681 3 0 0 1 -1.3160E+01 0 0 0
682 3 0 0 1 -1.3160E+01 0 0 0
683 3 0 0 1 -1.3160E+01 0 0 0
684 3 0 0 1 -1.3160E+01 0 0 0
685 3 0 0 1 -1.3160E+01 0 0 0
686 3 0 0 1 -1.3160E+01 0 0 0
687 3 0 0 1 -1.3160E+01 0 0 0
31 3 0 0 1 -1.3160E+01 0 0 0
32 3 0 0 1 -1.3160E+01 0 0 0
33 3 0 0 1 -1.3160E+01 0 0 0
34 3 0 0 1 -1.3160E+01 0 0 0
35 3 0 0 1 -1.3160E+01 0 0 0
36 3 0 0 1 -1.3160E+01 0 0 0
37 3 0 0 1 -1.3160E+01 0 0 0
38 3 0 0 1 -1.3160E+01 0 0 0
39 3 0 0 1 -1.3160E+01 0 0 0
40 3 0 0 1 -1.3160E+01 0 0 0
41 3 0 0 1 -1.3160E+01 0 0 0
42 3 0 0 1 -1.3160E+01 0 0 0
43 3 0 0 1 -1.3160E+01 0 0 0
44 3 0 0 1 -1.3160E+01 0 0 0
45 3 0 0 1 -1.3160E+01 0 0 0
46 3 0 0 1 -1.3160E+01 0 0 0
47 3 0 0 1 -1.3160E+01 0 0 0
48 3 0 0 1 -1.3160E+01 0 0 0
49 3 0 0 1 -1.3160E+01 0 0 0
1229 3 0 0 1 -1.3160E+01 0 0 0
1230 3 0 0 1 -1.3160E+01 0 0 0
1231 3 0 0 1 -1.3160E+01 0 0 0
1232 3 0 0 1 -1.3160E+01 0 0 0
1233 3 0 0 1 -1.3160E+01 0 0 0
1234 3 0 0 1 -1.3160E+01 0 0 0
1235 3 0 0 1 -1.3160E+01 0 0 0
1236 3 0 0 1 -1.3160E+01 0 0 0
1237 3 0 0 1 -1.3160E+01 0 0 0
1238 3 0 0 1 -1.3160E+01 0 0 0
1239 3 0 0 1 -1.3160E+01 0 0 0
1240 3 0 0 1 -1.3160E+01 0 0 0
1241 3 0 0 1 -1.3160E+01 0 0 0
1242 3 0 0 1 -1.3160E+01 0 0 0
1243 3 0 0 1 -1.3160E+01 0 0 0
1244 3 0 0 1 -1.3160E+01 0 0 0
1245 3 0 0 1 -1.3160E+01 0 0 0
1246 3 0 0 1 -1.3160E+01 0 0 0
1247 3 0 0 1 -1.3160E+01 0 0 0
1799 3 0 0 1 -1.3160E+01 0 0 0
1800 3 0 0 1 -1.3160E+01 0 0 0
1801 3 0 0 1 -1.3160E+01 0 0 0
1802 3 0 0 1 -1.3160E+01 0 0 0
1803 3 0 0 1 -1.3160E+01 0 0 0
1804 3 0 0 1 -1.3160E+01 0 0 0
1805 3 0 0 1 -1.3160E+01 0 0 0
1806 3 0 0 1 -1.3160E+01 0 0 0
1807 3 0 0 1 -1.3160E+01 0 0 0
1808 3 0 0 1 -1.3160E+01 0 0 0
1809 3 0 0 1 -1.3160E+01 0 0 0
1810 3 0 0 1 -1.3160E+01 0 0 0
1811 3 0 0 1 -1.3160E+01 0 0 0
1812 3 0 0 1 -1.3160E+01 0 0 0
1813 3 0 0 1 -1.3160E+01 0 0 0
1814 3 0 0 1 -1.3160E+01 0 0 0
1815 3 0 0 1 -1.3160E+01 0 0 0
1816 3 0 0 1 -1.3160E+01 0 0 0
c o n t a c t i n t e r f a c e s
***********************************************************************
Contact Interface 1
Single-Surface Mortar Contact (The New Explicit/Implicit Standard)
contact type................................. a 3
type.eq.1 sliding only
type.eq.2 tied
type.eq.3 symmetric surface to surface
type.eq.4 single surface
type.eq.5 discrete nodes to surface
type.eq.6 discrete nodes tied to surface
type.eq.7 shell edge tied to shell surface
type.eq.8 spot welded nodes to surface
type.eq.9 tie break interfaces
type.eq.10 one-way surface to surface
type.eq.11 auto with box definiton (shells)
type.eq.12 automatic (shells only)
type.eq.13 automatic single surface contact
type.eq.14 eroding two surface contact
type.eq.15 eroding single surface contact
type.eq.16 eroding node to surface contact
type.eq.17 surface to surface constraint method
type.eq.18 node to surface constraint method
type.eq.19 rigid body to rigid body contact
type.eq.20 rigid body node to rigid body contact
type.eq.21 rigid body to rigid body contact (1-way)
type.eq.22 single edge contact
type.eq.23 simulated draw bead
type.eq.24 2D sliding only
type.eq.25 force transducer (penalty)
type.eq.26 hierarchical automatic
type.eq.27 force transducer (constraint)
contact interface ID ....................... 1
contact order within input deck ............. 1
mortar formulation (1 if active) ............ 1
no. of surfa segments........................ 0
no. of surfb segments........................ 0
static coefficient of friction .............. 0.00000E+00
.eq.-2.0 friction table is used
.eq.-1.0 friction coefficients in part input
.eq. 2.0 table ID is defined next
kinetic coefficient of friction.............. 0.00000E+00
exponential decay coefficient ............... 0.00000E+00
viscous friction coefficient ................ 0.00000E+00
optional load curve for tension in type 9 ... 0
optional load curve for interference-in DR .. 0
optional load curve for interference-in run . 0
small penetration in contact search ......... 0
.eq.0 default
.eq.1 penetration.gt..1*thic of element ignored
.eq.2 penetration.gt.0.05*(element diagonal) ignored
include surfa side in printed interface file 0
include surfb side in printed interface file 0
scale factor on default surfa stiffness SFSA. 0.10000E+01
.lt.0 -SFSA gives contact pressure vs penetration
scale factor on default surfb stiffness SFSB. 0.10000E+01
.lt.0 -SFSB gives contact pressure vs penetration
damping coefficient VDC ..................... 0.00000E+00
.gt.0: percent of critical viscous damping
.lt.0: -VDC gives curve for contact pressure
vs penetration velocity
apply frictional torque correction .......... 0
active region ............................... 0
optional surfa side thickness ............... 0.00000E+00
eq.0.0:default set actual thickness
optional surfb side thickness ............... 0.00000E+00
eq.0.0:default set actual thickness
scale factor on surfa thickness ............. 0.10000E+01
eq.0.0:default set to 1.0
scale factor on surfb thickness (def.=1.0)... 0.10000E+01
eq.0.0:default set to 1.0
birth time .................................. 0.00000E+00
lt.0.0:active during dynamic relaxation
and contact is always active after
dynamic relaxation is completed.
death time .................................. 0.10000E+21
lt.0.0:birth time and contact are
inactive during dynamic relaxation
eq.0.0:default set to 1.0e+20
IGNORE, penetration treatment
for mortar contact .......................... 2
lt.0:see info for absolute value, but contact
between segments belonging to the same
part is ignored
eq.0:initial penetrations generate forces
eq.1:initial penetrations ignored, restored
with separation
eq.2:initial penetrations give rise to
pressure corresponding to MPAR1
eq.3:mortar interference option for small
initial penetrations, penetrations are
restored in time MPAR1
eq.4:mortar interference option for large
initial penetrations, penetrations are
restored in time MPAR1 and maximum
initial penetrations cannot be larger
then MPAR2
MPAR1, active for IGNORE=2,3,4 .............. 0.00000E+00
lt.0:interference by curve (for IGNORE=3,4)
MPAR2, active for IGNORE=4 .................. 0.00000E+00
bucket sorting interval n ................... 100
eq.n:bucket sorting interval
lt.0:|n| load curve ID freq. vs. time
contact interval force update if applicable.. 0
eq.0:default set to 1
Contact segment search option................ 0
eq.0: search 2d (shell) elements first
ne.0: search 3d (solid) elements first
Geometry used for 2d belt contact stiffness . 0
eq.0: use initial geometry
eq.1: use reference geometry
max penetration distance for old type 3, 5 & 10
contacts or segment thickness multiplied by
PENMAX defines max penetration distance for
contact types a 3, a 5, a10, and 13............ 0.00000E+00
thickness offsets for contact #s 3, 5, & 10 . 1
eq.0:control card defaults
eq.1:thickness offsets
eq.2:no thickness offsets (old way)
thickness considered in type 3 contact ...... 1
eq.0:off, (default for no thickness option)
eq.1:on, rigid bodies excluded (default)
eq.2:on, rigid bodies included
opening/closing flag (implicit only) ........ 1
eq.1: gaps are mostly closing
eq.2: gaps are opening (avoids sticking)
shooting node logic ......................... 0
eq.0:on, (recommended for crash problems)
eq.1:off,(recommended for metal forming )
optional thickness for solid elements ....... 0.00000E+00
optional stiffness for solid elements ....... 0.00000E+00
feature angle tolerance for smooth contact... 0.00000E+00
optional coordinate ID for RCFORC output..... 0
nonlinear scale factor for contact forces.... 0.00000E+00
displacement for nonlinear scaling .......... 0.00000E+00
incremental calculation flag for tied contact 0
penalty fallback for constrained tied contact 0
flag for rounding of free edges in contact .. 0
eq.0: default, extended round edges
eq.1: edges are rounded without extension
scale factor for friction stiffness ......... 0.10000E+01
Beam contact for AUTOMATIC_GENERAL ............. 2
eq.0:default
eq.1:ignore beam contact from same part ID
eq.2:same as 1 and include spotweld beams
Offset shell thk for edge beam from shell.... 0
eq.0:no
eq.1:yes
Rectangular cross-section.................... 0
eq.0:no
eq.1:yes
MPP groupable algorithm active .............. 0
number of materials in automatic contact..... 2
eq.0: use all materials
flag for eliminating faces on symmetry planes 0
eq.0: use all faces
eq.1: eliminate constrained faces from bc
flag for considering erosion in contact ..... 0
eq.0: no erosion
eq.1: treat eroding contact problem
consideration of adjacent solids............. 0
eq.0: ignore faces which are adjacent to
solids not included in material subset
eq.1: consider all faces
coulomb friction scale factor.(default=1).... 0.10000E+01
viscous friction scale factor.(default=1).... 0.10000E+01
normal stress (force) at failure............. 0.00000E+00
shear stress (force) at failure.............. 0.00000E+00
exponent for normal force/option (default=2). 0.20000E+01
exponent for shear force (default=2)........ 0.20000E+01
range of coordinates for contact treatment
X-minimum................................. -0.10000E+17
X-maximum................................. 0.10000E+17
Y-minimum................................. -0.10000E+17
Y-maximum................................. 0.10000E+17
Z-minimum................................. -0.10000E+17
Z-maximum................................. 0.10000E+17
list of materials being considered:
1 2
automatic contact initialization surfa surface:
no. of surfa segments........................ 3320
no. of surfa nodes........................... 3437
number of materials in automatic contact..... 2
eq.0: use all materials
flag for eliminating faces on symmetry planes 0
eq.0: use all faces
eq.1: eliminate constrained faces from bc
flag for considering erosion in contact ..... 0
eq.0: no erosion
eq.1: treat eroding contact problem
consideration of adjacent solids............. 0
eq.0: ignore faces which are adjacent to
solids not included in material subset
eq.1: consider all faces
coulomb friction scale factor.(default=1).... 0.10000E+01
viscous friction scale factor.(default=1).... 0.10000E+01
normal stress (force) at failure............. 0.00000E+00
shear stress (force) at failure.............. 0.00000E+00
exponent for normal force/option (default=2). 0.20000E+01
exponent for shear force (default=2)........ 0.20000E+01
range of coordinates for contact treatment
X-minimum................................. -0.10000E+17
X-maximum................................. 0.10000E+17
Y-minimum................................. -0.10000E+17
Y-maximum................................. 0.10000E+17
Z-minimum................................. -0.10000E+17
Z-maximum................................. 0.10000E+17
list of materials being considered:
1 2
automatic contact initialization surfb surface:
no. of surfb segments........................ 3320
no. of surfb nodes........................... 3437
***********************************************************************
Contact summary
Order # Contact ID Type Title
1 1 a 3 Single-Surface Mortar Contact (The New Explicit/Implicit Standard)
***********************************************************************
************************************************************
Load curve usage
load curve # 1
*LOAD_NODE_OPTION
Performing Recursive Coordinate Bisection (RCB)
Decomposition region 1:
Everything
Region 1 is distributed to 2 processors
With no coordinate transformation
Normalized element costs assigned during decomposition:
Minumum: 9.997028E-01
Maximum: 1.000297E+00
Standard Deviation: 2.972390E-04
Memory required for decomposition : 53592
Additional dynamic memory required : 2603894
code input version =1993
formats =mlarg
t i e d n o d a l p a i r s f o r l i n k i n g
Mortar contact information for contact ID 1
Number of slave segments.............. 3320
Number of slave segments
connected to rigid shells............. 0
Number of slave segments
connected to rigid solids............. 0
Number of slave segments
connected to rigid beams.............. 0
Number of slave segments
connected to rigid thick shells....... 0
Number of slave segments
connected to deformable shells........ 3320
Number of slave segments
connected to deformable solids........ 0
Number of slave segments
connected to deformable beams......... 0
Number of slave segments
connected to deformable thick shells.. 0
Number of slave segments
rejected due to symmetry conditions... 0
Number of master segments............. 3320
Number of master segments
connected to rigid shells............. 0
Number of master segments
connected to rigid solids............. 0
Number of master segments
connected to rigid beams.............. 0
Number of master segments
connected to rigid thick shells....... 0
Number of master segments
connected to deformable shells........ 3320
Number of master segments
connected to deformable solids........ 0
Number of master segments
connected to deformable beams......... 0
Number of master segments
connected to deformable thick shells.. 0
Number of master segments
rejected due to symmetry conditions... 0
************************************************************
m a s s p r o p e r t i e s o f p a r t # 1
total mass of part = 0.24403224E-04
x-coordinate of mass center =-0.15375391E-14
y-coordinate of mass center = 0.91113431E-15
z-coordinate of mass center = 0.25000000E+01
inertia tensor of material
row1= 0.7841E-04 -0.1740E-20 -0.1099E-18
row2= -0.1740E-20 0.7841E-04 0.5294E-19
row3= -0.1099E-18 0.5294E-19 0.5491E-04
principal inertias
i11 = 0.7841E-04
i22 = 0.7841E-04
i33 = 0.5491E-04
principal directions
row1= 0.1000E+01 0.0000E+00 0.0000E+00
row2= 0.0000E+00 0.1000E+01 0.0000E+00
row3= 0.0000E+00 0.0000E+00 0.1000E+01
************************************************************
m a s s p r o p e r t i e s o f p a r t # 2
total mass of part = 0.41149832E-04
x-coordinate of mass center = 0.50406251E-08
y-coordinate of mass center = 0.95620324E-08
z-coordinate of mass center =-0.11000000E-01
inertia tensor of material
row1= 0.5210E-04 -0.4077E-13 0.8602E-22
row2= -0.4077E-13 0.5210E-04 -0.4052E-22
row3= 0.8602E-22 -0.4052E-22 0.1042E-03
principal inertias
i11 = 0.5210E-04
i22 = 0.5210E-04
i33 = 0.1042E-03
principal directions
row1= 0.9722E+00 -0.2341E+00 0.0000E+00
row2= 0.2341E+00 0.9722E+00 0.0000E+00
row3= 0.0000E+00 0.0000E+00 0.1000E+01
************************************************************
m a s s p r o p e r t i e s o f b o d y
total mass of body = 0.65553056E-04
x-coordinate of mass center = 0.31641672E-08
y-coordinate of mass center = 0.60024059E-08
z-coordinate of mass center = 0.92376185E+00
inertia tensor of body
row1= 0.2271E-03 -0.4077E-13 0.1939E-12
row2= -0.4077E-13 0.2271E-03 0.3678E-12
row3= 0.1939E-12 0.3678E-12 0.1591E-03
principal inertias of body
i11 = 0.2271E-03
i22 = 0.2271E-03
i33 = 0.1591E-03
principal directions
row1= 0.9722E+00 -0.2341E+00 -0.2852E-08
row2= 0.2341E+00 0.9722E+00 -0.5410E-08
row3= 0.4039E-08 0.4592E-08 0.1000E+01
************************************************************
************************************************************
NOTE : For 2D axisymmetric problems the following
masses are reported per radian.
For 2D plain strain/stress problems the
masses are reported per unit thickness.
summary of mass
part id 1 mass= 0.24403224E-04
part id 2 mass= 0.41149832E-04
t o t a l m a s s = 0.65553056E-04
x-coordinate of mass center = 0.31641672E-08
y-coordinate of mass center = 0.60024059E-08
z-coordinate of mass center = 0.92376185E+00
************************************************************
************************************************************
surfa surface of interface = 1
type = a 3
surface timestep = 1.656E-07
controlling surfa node ID = 83
part ID of surfa node = 1
current minimum time step = 1.656E-07
surfb surface of interface = 1
type = a 3
surface timestep = 1.656E-07
controlling surfb node ID = 83
part ID of surfb node = 1
current minimum time step = 1.656E-07
The LS-DYNA time step size should not exceed 1.656E-07
to avoid contact instabilities. If the step size is
bigger then scale the penalty of the offending surface.
Implicit dynamics is now active
The following binary output files are being created,
and contain data equivalent to the indicated ascii output files
binout0000: (on processor 0)
glstat
spcforc
S t o r a g e a l l o c a t i o n
Memory required to begin solution (memory= 286K)
Minimum 33K on processor 1
Maximum 37K on processor 0
Average 35K
Matrix Assembly dynamically allocated memory
Maximum 160K
Additional dynamically allocated memory
Minimum 4952K on processor 1
Maximum 5216K on processor 0
Average 5084K
Total allocated memory
Minimum 5143K on processor 1
Maximum 5412K on processor 0
Average 5277K
100 smallest timesteps
------------------------------------------------
element number part timestep
shell 3695 2 2.3785E-07
shell 3185 2 2.3785E-07
shell 3375 2 2.3785E-07
shell 3565 2 2.3785E-07
shell 3222 2 2.4815E-07
shell 3245 2 2.4815E-07
shell 3275 2 2.4815E-07
shell 3412 2 2.4815E-07
shell 3442 2 2.4815E-07
shell 3465 2 2.4815E-07
shell 3595 2 2.4815E-07
shell 3732 2 2.4815E-07
shell 3186 2 3.1249E-07
shell 3376 2 3.1249E-07
shell 3566 2 3.1249E-07
shell 3696 2 3.1249E-07
shell 3175 2 3.1249E-07
shell 3365 2 3.1249E-07
shell 3555 2 3.1249E-07
shell 3685 2 3.1249E-07
shell 3729 2 3.2851E-07
shell 3439 2 3.2851E-07
shell 3409 2 3.2851E-07
shell 3219 2 3.2851E-07
shell 3246 2 3.2852E-07
shell 3276 2 3.2852E-07
shell 3466 2 3.2852E-07
shell 3596 2 3.2852E-07
shell 3176 2 3.5019E-07
shell 3366 2 3.5019E-07
shell 3556 2 3.5019E-07
shell 3686 2 3.5019E-07
shell 3675 2 3.5751E-07
shell 3545 2 3.5751E-07
shell 3355 2 3.5751E-07
shell 3165 2 3.5751E-07
shell 3187 2 3.5751E-07
shell 3377 2 3.5751E-07
shell 3567 2 3.5751E-07
shell 3697 2 3.5751E-07
shell 3177 2 3.6464E-07
shell 3367 2 3.6464E-07
shell 3557 2 3.6464E-07
shell 3687 2 3.6464E-07
shell 3676 2 3.6464E-07
shell 3546 2 3.6464E-07
shell 3356 2 3.6464E-07
shell 3166 2 3.6464E-07
shell 3235 2 3.7030E-07
shell 3265 2 3.7030E-07
shell 3455 2 3.7030E-07
shell 3585 2 3.7030E-07
shell 3223 2 3.7030E-07
shell 3413 2 3.7030E-07
shell 3443 2 3.7030E-07
shell 3733 2 3.7030E-07
shell 3597 2 3.7568E-07
shell 3467 2 3.7568E-07
shell 3277 2 3.7568E-07
shell 3247 2 3.7568E-07
shell 3216 2 3.7569E-07
shell 3406 2 3.7569E-07
shell 3436 2 3.7569E-07
shell 3726 2 3.7569E-07
shell 3688 2 3.7733E-07
shell 3558 2 3.7733E-07
shell 3368 2 3.7733E-07
shell 3178 2 3.7733E-07
shell 3156 2 3.7733E-07
shell 3346 2 3.7733E-07
shell 3536 2 3.7733E-07
shell 3666 2 3.7733E-07
shell 3157 2 3.8109E-07
shell 3168 2 3.8109E-07
shell 3347 2 3.8109E-07
shell 3358 2 3.8109E-07
shell 3537 2 3.8109E-07
shell 3548 2 3.8109E-07
shell 3667 2 3.8109E-07
shell 3678 2 3.8109E-07
shell 3167 2 3.8219E-07
shell 3357 2 3.8219E-07
shell 3547 2 3.8219E-07
shell 3677 2 3.8219E-07
shell 3147 2 3.8255E-07
shell 3169 2 3.8255E-07
shell 3337 2 3.8255E-07
shell 3359 2 3.8255E-07
shell 3527 2 3.8255E-07
shell 3549 2 3.8255E-07
shell 3657 2 3.8255E-07
shell 3679 2 3.8255E-07
shell 3698 2 3.8303E-07
shell 3568 2 3.8303E-07
shell 3378 2 3.8303E-07
shell 3188 2 3.8303E-07
shell 3155 2 3.8303E-07
shell 3345 2 3.8303E-07
shell 3535 2 3.8303E-07
shell 3665 2 3.8303E-07
calculation with mass scaling for minimum dt
added mass = 0.0000E+00
physical mass= 6.5553E-05
ratio = 0.0000E+00
1 t 0.0000E+00 dt 1.00E-02 flush i/o buffers 08/07/26 01:18:14
1 t 0.0000E+00 dt 1.00E-02 write d3plot file 08/07/26 01:18:14
Implicit dynamics is now active
BEGIN implicit dynamics step 1 t= 1.0000E-02 08/07/26 01:18:14
============================================================
time = 1.00000E-02
current step size = 1.00000E-02
================================================
== IMPLICIT USAGE ALERT ==
================================================
== Memory Management for Implicit has changed ==
== after R10. Please use: ==
== memory= 1M memory2= 1M ==
================================================
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.000E+00 n/a 1.000E+00 n/a n/a n/a
current norm 7.585E-03 6.349E-03 2.647E-03 0.000E+00 1.330E-02 1.283E-04
initial norm 7.585E-03 6.349E-03 2.647E-03 3.168E-08 1.000E+01 1.283E-04
------------ trans rot trans rot trans rot
nodal max 2.646E-04 3.447E-05 -9.694E-09 1.940E-10 4.143E-05 5.629E-06
at node ID 1814 1843 1789 745 359 745
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.202E-04 n/a 2.031E-07 n/a n/a n/a
current norm 2.429E-06 6.362E-05 5.374E-10 2.273E-10 2.021E-04 1.559E-06
initial norm 7.585E-03 6.394E-03 2.647E-03 3.168E-08 1.000E+01 1.283E-04
------------ trans rot trans rot trans rot
nodal max 1.576E-07 3.591E-07 2.647E-14 1.709E-14 4.915E-07 4.760E-08
at node ID 2341 1765 1280 1765 1280 1778
Equilibrium iterations summary step 1 t= 1.0000E-02 08/07/26 01:18:14
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.5756E-07 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.2022E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.0306E-07 vs Tolerance = 1.0000E-02
6 t 1.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:14
BEGIN implicit dynamics step 2 t= 2.0000E-02 08/07/26 01:18:14
============================================================
time = 2.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.000E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.585E-03 6.396E-03 2.647E-03 3.348E-10 2.118E-02 1.295E-04
initial norm 1.517E-02 1.279E-02 2.647E-03 3.211E-08 1.000E+01 1.295E-04
------------ trans rot trans rot trans rot
nodal max 2.646E-04 3.468E-05 -9.594E-09 1.952E-10 5.275E-05 5.631E-06
at node ID 47 1292 949 745 1151 745
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.252E-04 n/a 9.965E-07 n/a n/a n/a
current norm 4.934E-06 1.294E-04 2.638E-09 4.660E-10 6.589E-04 3.160E-06
initial norm 1.517E-02 1.288E-02 2.647E-03 3.211E-08 1.000E+01 1.295E-04
------------ trans rot trans rot trans rot
nodal max 3.193E-07 7.291E-07 2.501E-13 7.052E-14 1.219E-06 9.673E-08
at node ID 1151 535 1281 2323 1036 2323
Equilibrium iterations summary step 2 t= 2.0000E-02 08/07/26 01:18:15
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 3.1933E-07 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.2522E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 9.9652E-07 vs Tolerance = 1.0000E-02
problem cycle = 10
time = 2.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
10 t 2.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 3 t= 3.0000E-02 08/07/26 01:18:15
============================================================
time = 3.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.333E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.585E-03 6.446E-03 2.647E-03 4.748E-10 2.995E-02 1.308E-04
initial norm 2.276E-02 1.933E-02 2.647E-03 3.258E-08 1.000E+01 1.308E-04
------------ trans rot trans rot trans rot
nodal max 2.646E-04 3.489E-05 -9.481E-09 1.965E-10 6.860E-05 5.632E-06
at node ID 672 920 1843 1280 359 1280
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.308E-04 n/a 2.442E-06 n/a n/a n/a
current norm 7.527E-06 1.979E-04 6.464E-09 7.197E-10 1.417E-03 4.840E-06
initial norm 2.276E-02 1.947E-02 2.647E-03 3.258E-08 1.000E+01 1.308E-04
------------ trans rot trans rot trans rot
nodal max 4.858E-07 1.112E-06 9.142E-13 1.641E-13 2.356E-06 1.475E-07
at node ID 157 561 2354 561 948 561
Equilibrium iterations summary step 3 t= 3.0000E-02 08/07/26 01:18:15
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 4.8575E-07 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.3075E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.4421E-06 vs Tolerance = 1.0000E-02
problem cycle = 14
time = 3.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
14 t 3.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 4 t= 4.0000E-02 08/07/26 01:18:15
============================================================
time = 4.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.500E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.585E-03 6.499E-03 2.647E-03 8.019E-10 3.924E-02 1.322E-04
initial norm 3.034E-02 2.597E-02 2.647E-03 3.308E-08 1.000E+01 1.322E-04
------------ trans rot trans rot trans rot
nodal max 2.646E-04 3.512E-05 -9.356E-09 1.979E-10 8.692E-05 5.634E-06
at node ID 34 157 1844 562 1286 562
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.368E-04 n/a 4.608E-06 n/a n/a n/a
current norm 1.022E-05 2.694E-04 1.220E-08 9.906E-10 2.510E-03 6.607E-06
initial norm 3.034E-02 2.616E-02 2.647E-03 3.308E-08 1.000E+01 1.322E-04
------------ trans rot trans rot trans rot
nodal max 6.574E-07 1.510E-06 2.296E-12 3.023E-13 3.983E-06 2.002E-07
at node ID 534 561 2348 1765 562 1765
Equilibrium iterations summary step 4 t= 4.0000E-02 08/07/26 01:18:15
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 6.5739E-07 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.3675E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 4.6080E-06 vs Tolerance = 1.0000E-02
problem cycle = 18
time = 4.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
18 t 4.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 5 t= 5.0000E-02 08/07/26 01:18:15
============================================================
time = 5.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.000E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.585E-03 6.556E-03 2.647E-03 1.123E-09 4.893E-02 1.336E-04
initial norm 3.793E-02 3.272E-02 2.647E-03 3.363E-08 1.000E+01 1.336E-04
------------ trans rot trans rot trans rot
nodal max 2.646E-04 3.536E-05 -9.216E-09 1.992E-10 1.068E-04 5.635E-06
at node ID 1801 1151 359 1280 331 1280
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.432E-04 n/a 7.574E-06 n/a n/a n/a
current norm 1.302E-05 3.443E-04 2.005E-08 1.281E-09 3.967E-03 8.482E-06
initial norm 3.793E-02 3.297E-02 2.647E-03 3.363E-08 1.000E+01 1.336E-04
------------ trans rot trans rot trans rot
nodal max 8.347E-07 1.924E-06 4.714E-12 4.904E-13 6.143E-06 2.549E-07
at node ID 1151 1765 157 1297 1783 1297
Equilibrium iterations summary step 5 t= 5.0000E-02 08/07/26 01:18:15
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 8.3469E-07 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.4322E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 7.5744E-06 vs Tolerance = 1.0000E-02
problem cycle = 22
time = 5.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
22 t 5.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:15
BEGIN implicit dynamics step 6 t= 6.0000E-02 08/07/26 01:18:15
============================================================
time = 6.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.667E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.585E-03 6.616E-03 2.647E-03 1.365E-09 5.897E-02 1.351E-04
initial norm 4.551E-02 3.958E-02 2.647E-03 3.422E-08 1.001E+01 1.351E-04
------------ trans rot trans rot trans rot
nodal max 2.646E-04 3.561E-05 -9.057E-09 2.007E-10 1.279E-04 5.635E-06
at node ID 34 1843 388 2341 533 2341
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.502E-04 n/a 1.144E-05 n/a n/a n/a
current norm 1.594E-05 4.229E-04 3.027E-08 1.594E-09 5.823E-03 1.046E-05
initial norm 4.552E-02 3.989E-02 2.647E-03 3.422E-08 1.001E+01 1.351E-04
------------ trans rot trans rot trans rot
nodal max 1.018E-06 2.355E-06 8.535E-12 7.346E-13 8.881E-06 3.119E-07
at node ID 1783 747 2341 747 2341 747
Equilibrium iterations summary step 6 t= 6.0000E-02 08/07/26 01:18:16
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.0182E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.5019E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.1436E-05 vs Tolerance = 1.0000E-02
problem cycle = 26
time = 6.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
26 t 6.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 7 t= 7.0000E-02 08/07/26 01:18:16
============================================================
time = 7.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.429E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.586E-03 6.681E-03 2.647E-03 1.742E-09 6.935E-02 1.366E-04
initial norm 5.310E-02 4.657E-02 2.647E-03 3.486E-08 1.001E+01 1.366E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.588E-05 -8.879E-09 2.021E-10 1.501E-04 5.634E-06
at node ID 34 157 920 920 774 1836
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.577E-04 n/a 1.631E-05 n/a n/a n/a
current norm 1.900E-05 5.058E-04 4.317E-08 1.932E-09 8.118E-03 1.256E-05
initial norm 5.310E-02 4.694E-02 2.647E-03 3.486E-08 1.001E+01 1.366E-04
------------ trans rot trans rot trans rot
nodal max 1.209E-06 2.807E-06 1.418E-11 1.042E-12 1.224E-05 3.713E-07
at node ID 1123 1855 1151 561 1837 1765
Equilibrium iterations summary step 7 t= 7.0000E-02 08/07/26 01:18:16
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.2087E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.5773E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.6308E-05 vs Tolerance = 1.0000E-02
problem cycle = 30
time = 7.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
30 t 7.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 8 t= 8.0000E-02 08/07/26 01:18:16
============================================================
time = 8.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.250E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.586E-03 6.751E-03 2.647E-03 2.125E-09 8.007E-02 1.382E-04
initial norm 6.069E-02 5.369E-02 2.647E-03 3.556E-08 1.001E+01 1.382E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.616E-05 -8.679E-09 2.037E-10 1.733E-04 5.633E-06
at node ID 34 157 949 562 2341 591
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.659E-04 n/a 2.232E-05 n/a n/a n/a
current norm 2.221E-05 5.933E-04 5.909E-08 2.300E-09 1.090E-02 1.481E-05
initial norm 6.069E-02 5.412E-02 2.647E-03 3.556E-08 1.001E+01 1.382E-04
------------ trans rot trans rot trans rot
nodal max 1.407E-06 3.280E-06 2.217E-11 1.422E-12 1.626E-05 4.334E-07
at node ID 1837 561 2354 1868 2354 1150
Equilibrium iterations summary step 8 t= 8.0000E-02 08/07/26 01:18:16
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.4066E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.6589E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.2323E-05 vs Tolerance = 1.0000E-02
problem cycle = 34
time = 8.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
34 t 8.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 9 t= 9.0000E-02 08/07/26 01:18:16
============================================================
time = 9.00000E-02
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.111E-01 n/a 1.000E+00 n/a n/a n/a
current norm 7.586E-03 6.826E-03 2.647E-03 2.479E-09 9.123E-02 1.399E-04
initial norm 6.828E-02 6.094E-02 2.647E-03 3.632E-08 1.001E+01 1.399E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.646E-05 -8.452E-09 2.053E-10 1.974E-04 5.631E-06
at node ID 1801 1844 920 2350 562 2350
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.747E-04 n/a 2.964E-05 n/a n/a n/a
current norm 2.559E-05 6.862E-04 7.847E-08 2.702E-09 1.421E-02 1.722E-05
initial norm 6.828E-02 6.144E-02 2.647E-03 3.632E-08 1.001E+01 1.399E-04
------------ trans rot trans rot trans rot
nodal max 1.613E-06 3.778E-06 3.307E-11 1.883E-12 2.101E-05 4.985E-07
at node ID 1783 184 1279 1868 1279 1868
Equilibrium iterations summary step 9 t= 9.0000E-02 08/07/26 01:18:16
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.6128E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.7471E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.9644E-05 vs Tolerance = 1.0000E-02
problem cycle = 38
time = 9.0000E-02
added mass = 0.0000E+00
percentage increase = 0.0000E+00
38 t 9.0000E-02 dt 1.00E-02 write d3plot file 08/07/26 01:18:16
BEGIN implicit dynamics step 10 t= 1.0000E-01 08/07/26 01:18:16
============================================================
time = 1.00000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.999E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.586E-03 6.906E-03 2.647E-03 2.945E-09 1.029E-01 1.418E-04
initial norm 7.587E-02 6.835E-02 2.647E-03 3.715E-08 1.002E+01 1.418E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.677E-05 -8.196E-09 2.069E-10 2.227E-04 5.628E-06
at node ID 1244 2354 359 534 774 330
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.843E-04 n/a 3.847E-05 n/a n/a n/a
current norm 2.916E-05 7.850E-04 1.018E-07 3.143E-09 1.821E-02 1.981E-05
initial norm 7.587E-02 6.892E-02 2.647E-03 3.715E-08 1.002E+01 1.418E-04
------------ trans rot trans rot trans rot
nodal max 1.828E-06 4.302E-06 4.758E-11 2.438E-12 2.653E-05 5.668E-07
at node ID 1850 747 157 1765 746 1765
Equilibrium iterations summary step 10 t= 1.0000E-01 08/07/26 01:18:17
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.8282E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.8430E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 3.8466E-05 vs Tolerance = 1.0000E-02
problem cycle = 42
time = 1.0000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
42 t 1.0000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 11 t= 1.1000E-01 08/07/26 01:18:17
============================================================
time = 1.10000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.090E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.586E-03 6.993E-03 2.647E-03 3.437E-09 1.152E-01 1.439E-04
initial norm 8.345E-02 7.592E-02 2.647E-03 3.807E-08 1.002E+01 1.439E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.710E-05 -7.908E-09 2.086E-10 2.490E-04 5.624E-06
at node ID 47 774 1843 1843 2341 2346
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.947E-04 n/a 4.902E-05 n/a n/a n/a
current norm 3.294E-05 8.906E-04 1.298E-07 3.630E-09 2.293E-02 2.261E-05
initial norm 8.346E-02 7.657E-02 2.647E-03 3.807E-08 1.002E+01 1.439E-04
------------ trans rot trans rot trans rot
nodal max 2.054E-06 4.857E-06 6.655E-11 3.102E-12 3.291E-05 6.387E-07
at node ID 562 1778 2354 1778 1796 1765
Equilibrium iterations summary step 11 t= 1.1000E-01 08/07/26 01:18:17
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.0536E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 3.9471E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 4.9025E-05 vs Tolerance = 1.0000E-02
problem cycle = 46
time = 1.1000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
46 t 1.1000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 12 t= 1.2000E-01 08/07/26 01:18:17
============================================================
time = 1.20000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.333E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.587E-03 7.087E-03 2.647E-03 3.942E-09 1.285E-01 1.461E-04
initial norm 9.104E-02 8.365E-02 2.647E-03 3.907E-08 1.002E+01 1.461E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.745E-05 8.556E-09 2.104E-10 2.766E-04 5.619E-06
at node ID 47 388 1151 1844 185 186
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.061E-04 n/a 6.160E-05 n/a n/a n/a
current norm 3.697E-05 1.004E-03 1.631E-07 4.171E-09 2.844E-02 2.564E-05
initial norm 9.105E-02 8.439E-02 2.647E-03 3.907E-08 1.002E+01 1.461E-04
------------ trans rot trans rot trans rot
nodal max 2.290E-06 5.445E-06 9.095E-11 3.890E-12 4.022E-05 7.145E-07
at node ID 746 1855 157 1124 157 1124
Equilibrium iterations summary step 12 t= 1.2000E-01 08/07/26 01:18:17
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.2902E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 4.0605E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 6.1604E-05 vs Tolerance = 1.0000E-02
problem cycle = 50
time = 1.2000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
50 t 1.2000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 13 t= 1.3000E-01 08/07/26 01:18:17
============================================================
time = 1.30000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.692E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.587E-03 7.189E-03 2.647E-03 4.559E-09 1.427E-01 1.486E-04
initial norm 9.864E-02 9.158E-02 2.647E-03 4.018E-08 1.003E+01 1.486E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.782E-05 9.528E-09 2.123E-10 3.054E-04 5.613E-06
at node ID 685 534 1151 2354 1151 417
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.185E-04 n/a 7.656E-05 n/a n/a n/a
current norm 4.128E-05 1.126E-03 2.027E-07 4.774E-09 3.486E-02 2.893E-05
initial norm 9.864E-02 9.241E-02 2.647E-03 4.018E-08 1.003E+01 1.486E-04
------------ trans rot trans rot trans rot
nodal max 2.539E-06 6.069E-06 1.220E-10 4.824E-12 4.856E-05 7.948E-07
at node ID 1850 1124 2354 747 2354 747
Equilibrium iterations summary step 13 t= 1.3000E-01 08/07/26 01:18:17
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.5392E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 4.1845E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 7.6557E-05 vs Tolerance = 1.0000E-02
problem cycle = 54
time = 1.3000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
54 t 1.3000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:17
BEGIN implicit dynamics step 14 t= 1.4000E-01 08/07/26 01:18:17
============================================================
time = 1.40000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.142E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.587E-03 7.300E-03 2.648E-03 5.230E-09 1.577E-01 1.516E-04
initial norm 1.062E-01 9.970E-02 2.648E-03 4.141E-08 1.004E+01 1.516E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.832E-05 1.057E-08 2.142E-10 3.357E-04 5.605E-06
at node ID 1231 535 534 2341 534 591
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.320E-04 n/a 9.431E-05 n/a n/a n/a
current norm 4.590E-05 1.257E-03 2.497E-07 5.452E-09 4.230E-02 3.253E-05
initial norm 1.062E-01 1.006E-01 2.648E-03 4.141E-08 1.004E+01 1.516E-04
------------ trans rot trans rot trans rot
nodal max 2.802E-06 6.736E-06 1.611E-10 5.927E-12 5.802E-05 8.799E-07
at node ID 1783 561 1151 561 562 561
Equilibrium iterations summary step 14 t= 1.4000E-01 08/07/26 01:18:18
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.8019E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 4.3203E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 9.4314E-05 vs Tolerance = 1.0000E-02
problem cycle = 58
time = 1.4000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
58 t 1.4000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 15 t= 1.5000E-01 08/07/26 01:18:18
============================================================
time = 1.50000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.666E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.588E-03 7.422E-03 2.648E-03 5.963E-09 1.744E-01 1.560E-04
initial norm 1.138E-01 1.080E-01 2.648E-03 4.278E-08 1.004E+01 1.560E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 3.917E-05 1.168E-08 2.162E-10 3.675E-04 5.596E-06
at node ID 1812 1297 2341 920 1783 156
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.469E-04 n/a 1.154E-04 n/a n/a n/a
current norm 5.087E-05 1.400E-03 3.056E-07 6.218E-09 5.092E-02 3.647E-05
initial norm 1.138E-01 1.091E-01 2.648E-03 4.278E-08 1.004E+01 1.560E-04
------------ trans rot trans rot trans rot
nodal max 3.080E-06 7.449E-06 2.101E-10 7.229E-12 6.947E-05 9.704E-07
at node ID 1783 184 157 1868 559 747
Equilibrium iterations summary step 15 t= 1.5000E-01 08/07/26 01:18:18
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 3.0799E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 4.4694E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.1541E-04 vs Tolerance = 1.0000E-02
problem cycle = 62
time = 1.5000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
62 t 1.5000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 16 t= 1.6000E-01 08/07/26 01:18:18
============================================================
time = 1.60000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.250E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.588E-03 7.555E-03 2.648E-03 6.831E-09 1.926E-01 1.609E-04
initial norm 1.214E-01 1.166E-01 2.648E-03 4.432E-08 1.005E+01 1.609E-04
------------ trans rot trans rot trans rot
nodal max 2.647E-04 4.010E-05 1.287E-08 2.182E-10 4.011E-04 5.585E-06
at node ID 36 773 534 774 534 774
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.634E-04 n/a 1.405E-04 n/a n/a n/a
current norm 5.627E-05 1.556E-03 3.721E-07 7.090E-09 6.096E-02 4.081E-05
initial norm 1.214E-01 1.178E-01 2.648E-03 4.432E-08 1.005E+01 1.609E-04
------------ trans rot trans rot trans rot
nodal max 3.375E-06 8.215E-06 2.711E-10 8.765E-12 8.320E-05 1.067E-06
at node ID 1837 561 774 1765 1126 1765
Equilibrium iterations summary step 16 t= 1.6000E-01 08/07/26 01:18:18
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 3.3751E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 4.6340E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.4052E-04 vs Tolerance = 1.0000E-02
problem cycle = 66
time = 1.6000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
66 t 1.6000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 17 t= 1.7000E-01 08/07/26 01:18:18
============================================================
time = 1.70000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.882E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.588E-03 7.701E-03 2.648E-03 7.807E-09 2.125E-01 1.665E-04
initial norm 1.290E-01 1.255E-01 2.648E-03 4.605E-08 1.006E+01 1.665E-04
------------ trans rot trans rot trans rot
nodal max 2.648E-04 4.110E-05 1.416E-08 2.203E-10 4.367E-04 5.571E-06
at node ID 36 2323 157 949 157 1248
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.816E-04 n/a 1.705E-04 n/a n/a n/a
current norm 6.213E-05 1.727E-03 4.515E-07 8.090E-09 7.280E-02 4.562E-05
initial norm 1.290E-01 1.268E-01 2.648E-03 4.605E-08 1.006E+01 1.665E-04
------------ trans rot trans rot trans rot
nodal max 3.690E-06 9.040E-06 3.469E-10 1.058E-11 9.911E-05 1.170E-06
at node ID 1843 1868 1279 1868 182 1858
Equilibrium iterations summary step 17 t= 1.7000E-01 08/07/26 01:18:18
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 3.6896E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 4.8161E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.7050E-04 vs Tolerance = 1.0000E-02
problem cycle = 70
time = 1.7000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
70 t 1.7000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:18
BEGIN implicit dynamics step 18 t= 1.8000E-01 08/07/26 01:18:18
============================================================
time = 1.80000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.555E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.589E-03 7.864E-03 2.648E-03 8.918E-09 2.343E-01 1.727E-04
initial norm 1.366E-01 1.346E-01 2.648E-03 4.802E-08 1.007E+01 1.727E-04
------------ trans rot trans rot trans rot
nodal max 2.648E-04 4.217E-05 1.556E-08 2.225E-10 4.744E-04 5.556E-06
at node ID 1242 158 2341 359 746 446
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.018E-04 n/a 2.064E-04 n/a n/a n/a
current norm 6.856E-05 1.915E-03 5.466E-07 9.246E-09 8.660E-02 5.097E-05
initial norm 1.366E-01 1.360E-01 2.648E-03 4.802E-08 1.007E+01 1.727E-04
------------ trans rot trans rot trans rot
nodal max 4.026E-06 9.933E-06 4.406E-10 1.273E-11 1.175E-04 1.281E-06
at node ID 1844 1778 1151 1778 182 474
Equilibrium iterations summary step 18 t= 1.8000E-01 08/07/26 01:18:19
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 4.0260E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 5.0185E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.0642E-04 vs Tolerance = 1.0000E-02
problem cycle = 74
time = 1.8000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
74 t 1.8000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 19 t= 1.9000E-01 08/07/26 01:18:19
============================================================
time = 1.90000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.263E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.589E-03 8.044E-03 2.648E-03 1.023E-08 2.582E-01 1.796E-04
initial norm 1.442E-01 1.441E-01 2.648E-03 5.026E-08 1.009E+01 1.796E-04
------------ trans rot trans rot trans rot
nodal max 2.648E-04 4.335E-05 1.709E-08 2.248E-10 5.145E-04 5.538E-06
at node ID 36 1310 1151 388 1837 388
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.244E-04 n/a 2.497E-04 n/a n/a n/a
current norm 7.563E-05 2.124E-03 6.613E-07 1.059E-08 1.028E-01 5.692E-05
initial norm 1.442E-01 1.456E-01 2.648E-03 5.026E-08 1.009E+01 1.796E-04
------------ trans rot trans rot trans rot
nodal max 4.387E-06 1.090E-05 5.565E-10 1.527E-11 1.389E-04 1.401E-06
at node ID 1789 1778 534 1868 182 271
Equilibrium iterations summary step 19 t= 1.9000E-01 08/07/26 01:18:19
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 4.3872E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 5.2445E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.4969E-04 vs Tolerance = 1.0000E-02
problem cycle = 78
time = 1.9000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
78 t 1.9000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 20 t= 2.0000E-01 08/07/26 01:18:19
============================================================
time = 2.00000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.000E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.590E-03 8.246E-03 2.649E-03 1.175E-08 2.848E-01 1.873E-04
initial norm 1.518E-01 1.539E-01 2.649E-03 5.283E-08 1.010E+01 1.873E-04
------------ trans rot trans rot trans rot
nodal max 2.648E-04 4.462E-05 1.875E-08 2.271E-10 5.574E-04 5.515E-06
at node ID 36 1150 1292 949 185 2
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.498E-04 n/a 3.021E-04 n/a n/a n/a
current norm 8.347E-05 2.357E-03 8.002E-07 1.218E-08 1.221E-01 6.362E-05
initial norm 1.518E-01 1.556E-01 2.649E-03 5.283E-08 1.010E+01 1.873E-04
------------ trans rot trans rot trans rot
nodal max 4.777E-06 1.196E-05 7.000E-10 1.830E-11 1.637E-04 1.530E-06
at node ID 359 1855 157 561 559 1776
Equilibrium iterations summary step 20 t= 2.0000E-01 08/07/26 01:18:19
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 4.7766E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 5.4981E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 3.0213E-04 vs Tolerance = 1.0000E-02
problem cycle = 82
time = 2.0000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
82 t 2.0000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 21 t= 2.1000E-01 08/07/26 01:18:19
============================================================
time = 2.10000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.762E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.591E-03 8.473E-03 2.649E-03 1.354E-08 3.160E-01 1.959E-04
initial norm 1.594E-01 1.640E-01 2.649E-03 5.582E-08 1.012E+01 1.959E-04
------------ trans rot trans rot trans rot
nodal max 2.648E-04 4.601E-05 2.058E-08 2.295E-10 6.033E-04 5.489E-06
at node ID 36 1765 774 920 1796 920
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.784E-04 n/a 3.662E-04 n/a n/a n/a
current norm 9.221E-05 2.619E-03 9.699E-07 1.406E-08 1.448E-01 7.157E-05
initial norm 1.594E-01 1.660E-01 2.649E-03 5.582E-08 1.012E+01 1.959E-04
------------ trans rot trans rot trans rot
nodal max 5.199E-06 1.312E-05 8.776E-10 2.191E-11 1.925E-04 1.670E-06
at node ID 1843 1868 2341 1778 1126 503
Equilibrium iterations summary step 21 t= 2.1000E-01 08/07/26 01:18:19
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 5.1986E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 5.7843E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 3.6616E-04 vs Tolerance = 1.0000E-02
problem cycle = 86
time = 2.1000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
86 t 2.1000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:19
BEGIN implicit dynamics step 22 t= 2.2000E-01 08/07/26 01:18:19
============================================================
time = 2.20000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.546E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.591E-03 8.730E-03 2.649E-03 1.570E-08 3.516E-01 2.057E-04
initial norm 1.670E-01 1.747E-01 2.649E-03 5.931E-08 1.014E+01 2.057E-04
------------ trans rot trans rot trans rot
nodal max 2.648E-04 4.753E-05 2.261E-08 2.320E-10 6.529E-04 5.459E-06
at node ID 36 1778 157 1844 562 1844
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 6.109E-04 n/a 4.450E-04 n/a n/a n/a
current norm 1.020E-04 2.915E-03 1.179E-06 1.631E-08 1.717E-01 8.083E-05
initial norm 1.670E-01 1.769E-01 2.649E-03 5.931E-08 1.014E+01 2.057E-04
------------ trans rot trans rot trans rot
nodal max 5.658E-06 1.440E-05 1.098E-09 2.625E-11 2.262E-04 1.824E-06
at node ID 1789 184 774 1066 559 1066
Equilibrium iterations summary step 22 t= 2.2000E-01 08/07/26 01:18:20
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 5.6582E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 6.1092E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 4.4499E-04 vs Tolerance = 1.0000E-02
problem cycle = 90
time = 2.2000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
90 t 2.2000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 23 t= 2.3000E-01 08/07/26 01:18:20
============================================================
time = 2.30000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.348E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.592E-03 9.024E-03 2.649E-03 1.828E-08 3.924E-01 2.168E-04
initial norm 1.746E-01 1.858E-01 2.649E-03 6.344E-08 1.017E+01 2.168E-04
------------ trans rot trans rot trans rot
nodal max 2.649E-04 4.921E-05 2.486E-08 2.345E-10 7.065E-04 5.423E-06
at node ID 36 561 774 1790 562 1248
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 6.480E-04 n/a 5.430E-04 n/a n/a n/a
current norm 1.132E-04 3.252E-03 1.439E-06 1.906E-08 2.036E-01 9.150E-05
initial norm 1.746E-01 1.883E-01 2.649E-03 6.344E-08 1.017E+01 2.168E-04
------------ trans rot trans rot trans rot
nodal max 6.162E-06 1.582E-05 1.373E-09 3.150E-11 2.656E-04 1.992E-06
at node ID 1844 747 1279 1767 749 1767
Equilibrium iterations summary step 23 t= 2.3000E-01 08/07/26 01:18:20
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 6.1618E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 6.4804E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 5.4298E-04 vs Tolerance = 1.0000E-02
problem cycle = 94
time = 2.3000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
94 t 2.3000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 24 t= 2.4000E-01 08/07/26 01:18:20
============================================================
time = 2.40000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.167E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.593E-03 9.363E-03 2.650E-03 2.144E-08 4.396E-01 2.294E-04
initial norm 1.822E-01 1.976E-01 2.650E-03 6.838E-08 1.020E+01 2.294E-04
------------ trans rot trans rot trans rot
nodal max 2.649E-04 5.107E-05 2.739E-08 2.372E-10 7.649E-04 5.382E-06
at node ID 36 1778 157 1789 214 1789
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 6.908E-04 n/a 6.662E-04 n/a n/a n/a
current norm 1.259E-04 3.641E-03 1.765E-06 2.243E-08 2.420E-01 1.039E-04
initial norm 1.822E-01 2.003E-01 2.650E-03 6.838E-08 1.020E+01 2.294E-04
------------ trans rot trans rot trans rot
nodal max 6.718E-06 1.740E-05 1.716E-09 3.788E-11 3.119E-04 2.178E-06
at node ID 1790 747 2354 1776 1126 1776
Equilibrium iterations summary step 24 t= 2.4000E-01 08/07/26 01:18:20
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 6.7175E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 6.9078E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 6.6617E-04 vs Tolerance = 1.0000E-02
problem cycle = 98
time = 2.4000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
98 t 2.4000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 25 t= 2.5000E-01 08/07/26 01:18:20
============================================================
time = 2.50000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.000E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.594E-03 9.756E-03 2.650E-03 2.536E-08 4.945E-01 2.439E-04
initial norm 1.898E-01 2.099E-01 2.650E-03 7.437E-08 1.023E+01 2.439E-04
------------ trans rot trans rot trans rot
nodal max 2.649E-04 5.313E-05 3.024E-08 2.398E-10 8.289E-04 5.333E-06
at node ID 1242 1855 2341 388 1784 388
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.404E-04 n/a 8.229E-04 n/a n/a n/a
current norm 1.406E-04 4.092E-03 2.181E-06 2.663E-08 2.890E-01 1.183E-04
initial norm 1.898E-01 2.130E-01 2.650E-03 7.437E-08 1.023E+01 2.439E-04
------------ trans rot trans rot trans rot
nodal max 7.336E-06 1.917E-05 2.149E-09 4.572E-11 3.666E-04 2.385E-06
at node ID 1790 561 157 242 1891 242
Equilibrium iterations summary step 25 t= 2.5000E-01 08/07/26 01:18:20
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 7.3358E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 7.4037E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 8.2294E-04 vs Tolerance = 1.0000E-02
problem cycle = 102
time = 2.5000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
102 t 2.5000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:20
BEGIN implicit dynamics step 26 t= 2.6000E-01 08/07/26 01:18:20
============================================================
time = 2.60000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.847E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.595E-03 1.022E-02 2.650E-03 3.026E-08 5.588E-01 2.606E-04
initial norm 1.974E-01 2.231E-01 2.650E-03 8.172E-08 1.028E+01 2.606E-04
------------ trans rot trans rot trans rot
nodal max 2.650E-04 5.544E-05 3.349E-08 2.425E-10 8.993E-04 5.276E-06
at node ID 36 1857 1279 1843 1065 1843
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.985E-04 n/a 1.025E-03 n/a n/a n/a
current norm 1.577E-04 4.620E-03 2.717E-06 3.194E-08 3.463E-01 1.353E-04
initial norm 1.975E-01 2.266E-01 2.650E-03 8.172E-08 1.028E+01 2.606E-04
------------ trans rot trans rot trans rot
nodal max 8.031E-06 2.118E-05 2.739E-09 5.546E-11 4.315E-04 2.619E-06
at node ID 1789 242 1898 1866 778 1866
Equilibrium iterations summary step 26 t= 2.6000E-01 08/07/26 01:18:21
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 8.0308E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 7.9846E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.0253E-03 vs Tolerance = 1.0000E-02
problem cycle = 106
time = 2.6000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
106 t 2.6000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 27 t= 2.7000E-01 08/07/26 01:18:21
============================================================
time = 2.70000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.704E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.596E-03 1.077E-02 2.651E-03 3.651E-08 6.349E-01 2.802E-04
initial norm 2.051E-01 2.371E-01 2.651E-03 9.088E-08 1.033E+01 2.802E-04
------------ trans rot trans rot trans rot
nodal max 2.650E-04 5.804E-05 3.721E-08 2.454E-10 9.776E-04 5.211E-06
at node ID 1242 1767 2341 1790 804 1790
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 8.673E-04 n/a 1.291E-03 n/a n/a n/a
current norm 1.779E-04 5.247E-03 3.421E-06 3.878E-08 4.165E-01 1.556E-04
initial norm 2.051E-01 2.411E-01 2.651E-03 9.088E-08 1.033E+01 2.802E-04
------------ trans rot trans rot trans rot
nodal max 8.823E-06 2.348E-05 3.728E-09 6.773E-11 5.090E-04 2.885E-06
at node ID 1789 242 952 1776 530 1776
Equilibrium iterations summary step 27 t= 2.7000E-01 08/07/26 01:18:21
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 8.8231E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 8.6732E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.2905E-03 vs Tolerance = 1.0000E-02
problem cycle = 110
time = 2.7000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
110 t 2.7000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 28 t= 2.8000E-01 08/07/26 01:18:21
============================================================
time = 2.80000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.572E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.597E-03 1.142E-02 2.651E-03 4.461E-08 7.260E-01 3.035E-04
initial norm 2.127E-01 2.522E-01 2.651E-03 1.025E-07 1.040E+01 3.035E-04
------------ trans rot trans rot trans rot
nodal max 2.650E-04 6.101E-05 4.154E-08 2.711E-10 1.065E-03 5.140E-06
at node ID 36 1776 1292 1776 243 1789
Iteration: 2 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.504E-04 n/a 1.644E-03 n/a n/a n/a
current norm 2.022E-04 5.999E-03 4.359E-06 4.773E-08 5.034E-01 1.803E-04
initial norm 2.127E-01 2.568E-01 2.651E-03 1.025E-07 1.040E+01 3.035E-04
------------ trans rot trans rot trans rot
nodal max 9.745E-06 2.613E-05 5.157E-09 8.352E-11 6.024E-04 3.196E-06
at node ID 1789 1767 385 805 1731 805
Equilibrium iterations summary step 28 t= 2.8000E-01 08/07/26 01:18:21
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 9.7450E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 9.5043E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 1.6443E-03 vs Tolerance = 1.0000E-02
problem cycle = 114
time = 2.8000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
114 t 2.8000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 29 t= 2.9000E-01 08/07/26 01:18:21
============================================================
time = 2.90000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.449E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.599E-03 1.222E-02 2.651E-03 5.530E-08 8.366E-01 3.317E-04
initial norm 2.203E-01 2.686E-01 2.651E-03 1.175E-07 1.048E+01 3.317E-04
------------ trans rot trans rot trans rot
nodal max 2.651E-04 6.442E-05 4.663E-08 3.114E-10 1.165E-03 5.068E-06
at node ID 1242 242 774 1776 243 359
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.055E-03 n/a 2.126E-03 n/a n/a n/a
current norm 2.324E-04 6.912E-03 5.635E-06 5.966E-08 6.120E-01 2.114E-04
initial norm 2.204E-01 2.739E-01 2.651E-03 1.175E-07 1.048E+01 3.317E-04
------------ trans rot trans rot trans rot
nodal max 1.085E-05 2.926E-05 7.325E-09 1.046E-10 7.158E-04 3.575E-06
at node ID 1789 1767 385 1776 501 1776
Equilibrium iterations summary step 29 t= 2.9000E-01 08/07/26 01:18:21
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.0853E-05 vs Tolerance = 7.2312E-05
problem cycle = 118
time = 2.9000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
118 t 2.9000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:21
BEGIN implicit dynamics step 30 t= 3.0000E-01 08/07/26 01:18:21
============================================================
time = 3.00000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.334E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.600E-03 1.321E-02 2.652E-03 6.965E-08 9.740E-01 3.672E-04
initial norm 2.280E-01 2.866E-01 2.652E-03 1.373E-07 1.058E+01 3.672E-04
------------ trans rot trans rot trans rot
nodal max 2.651E-04 6.841E-05 5.267E-08 3.635E-10 1.279E-03 5.313E-06
at node ID 1233 1776 2354 1767 504 1767
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.199E-03 n/a 2.795E-03 n/a n/a n/a
current norm 2.735E-04 8.040E-03 7.410E-06 7.586E-08 7.493E-01 2.538E-04
initial norm 2.280E-01 2.928E-01 2.652E-03 1.373E-07 1.058E+01 3.672E-04
------------ trans rot trans rot trans rot
nodal max 1.287E-05 3.302E-05 1.089E-08 1.345E-10 8.555E-04 4.074E-06
at node ID 1735 1767 1735 805 1740 805
Equilibrium iterations summary step 30 t= 3.0000E-01 08/07/26 01:18:22
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.2874E-05 vs Tolerance = 7.2312E-05
problem cycle = 122
time = 3.0000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
122 t 3.0000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 31 t= 3.1000E-01 08/07/26 01:18:22
============================================================
time = 3.10000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.227E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.603E-03 1.444E-02 2.652E-03 8.925E-08 1.150E+00 4.162E-04
initial norm 2.356E-01 3.066E-01 2.652E-03 1.636E-07 1.070E+01 4.162E-04
------------ trans rot trans rot trans rot
nodal max 2.652E-04 7.321E-05 6.175E-08 4.363E-10 1.421E-03 5.959E-06
at node ID 1233 1776 1735 1776 1068 1776
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.463E-03 n/a 3.748E-03 n/a n/a n/a
current norm 3.447E-04 9.471E-03 9.941E-06 9.800E-08 9.249E-01 3.202E-04
initial norm 2.357E-01 3.138E-01 2.652E-03 1.636E-07 1.070E+01 4.162E-04
------------ trans rot trans rot trans rot
nodal max 1.735E-05 3.774E-05 1.752E-08 1.815E-10 1.031E-03 4.809E-06
at node ID 1735 1776 1736 1776 807 1776
Equilibrium iterations summary step 31 t= 3.1000E-01 08/07/26 01:18:22
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 1.7353E-05 vs Tolerance = 7.2312E-05
problem cycle = 126
time = 3.1000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
126 t 3.1000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 32 t= 3.2000E-01 08/07/26 01:18:22
============================================================
time = 3.20000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.127E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.607E-03 1.604E-02 2.652E-03 1.157E-07 1.376E+00 4.974E-04
initial norm 2.433E-01 3.290E-01 2.652E-03 1.981E-07 1.086E+01 4.974E-04
------------ trans rot trans rot trans rot
nodal max 2.653E-04 7.929E-05 8.220E-08 5.526E-10 1.667E-03 6.970E-06
at node ID 1233 1776 1736 1857 1893 1857
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.177E-03 n/a 5.154E-03 n/a n/a n/a
current norm 5.298E-04 1.141E-02 1.367E-05 1.265E-07 1.153E+00 4.448E-04
initial norm 2.434E-01 3.377E-01 2.652E-03 1.981E-07 1.086E+01 4.974E-04
------------ trans rot trans rot trans rot
nodal max 2.667E-05 4.567E-05 3.204E-08 2.705E-10 1.262E-03 6.130E-06
at node ID 1735 1702 1735 1776 1740 1776
Equilibrium iterations summary step 32 t= 3.2000E-01 08/07/26 01:18:22
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.6671E-05 vs Tolerance = 7.2312E-05
problem cycle = 130
time = 3.2000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
130 t 3.2000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 33 t= 3.3000E-01 08/07/26 01:18:22
============================================================
time = 3.30000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.041E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.632E-03 1.832E-02 2.653E-03 1.456E-07 1.665E+00 6.691E-04
initial norm 2.510E-01 3.546E-01 2.653E-03 2.325E-07 1.106E+01 6.691E-04
------------ trans rot trans rot trans rot
nodal max 2.656E-04 8.778E-05 1.203E-07 7.828E-10 1.992E-03 8.918E-06
at node ID 1233 1776 1736 242 1731 242
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.514E-03 n/a 7.365E-03 n/a n/a n/a
current norm 1.133E-03 1.469E-02 1.954E-05 1.450E-07 1.470E+00 7.508E-04
initial norm 2.511E-01 3.654E-01 2.653E-03 2.325E-07 1.106E+01 6.691E-04
------------ trans rot trans rot trans rot
nodal max 6.012E-05 6.072E-05 6.938E-08 4.917E-10 1.593E-03 9.086E-06
at node ID 1668 1702 1735 1776 240 1776
Equilibrium iterations summary step 33 t= 3.3000E-01 08/07/26 01:18:22
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 6.0119E-05 vs Tolerance = 7.2312E-05
problem cycle = 134
time = 3.3000E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
134 t 3.3000E-01 dt 1.00E-02 write d3plot file 08/07/26 01:18:22
BEGIN implicit dynamics step 34 t= 3.4000E-01 08/07/26 01:18:22
============================================================
time = 3.40000E-01
current step size = 1.00000E-02
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.021E-02 n/a 1.000E+00 n/a n/a n/a
current norm 7.816E-03 2.286E-02 2.653E-03 1.231E-07 2.059E+00 1.141E-03
initial norm 2.587E-01 3.850E-01 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 2.667E-04 1.020E-04 2.043E-07 1.393E-09 2.477E-03 1.365E-05
at node ID 1233 1776 1736 1857 1740 1857
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.200E-02 n/a 1.165E-02 n/a n/a n/a
current norm 3.106E-03 2.366E-02 3.091E-05 2.518E-08 2.291E+00 1.779E-03
initial norm 2.589E-01 3.996E-01 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 1.596E-04 1.034E-04 2.657E-07 -1.843E-09 2.474E-03 2.639E-05
at node ID 1668 1702 1668 293 1667 1679
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.180E-01 n/a 1.371E-01 n/a n/a n/a
current norm 5.670E-02 3.705E-01 3.638E-04 6.061E-06 1.519E+01 1.302E-02
initial norm 2.601E-01 4.583E-01 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 2.879E-03 1.673E-03 -1.198E-04 -3.089E-06 3.052E-02 2.443E-04
at node ID 1668 1684 1647 1648 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.519E+01 exceeds prior maximum 1.134E+01
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.980E-02 n/a 4.084E-02 n/a n/a n/a
current norm 1.565E-02 8.699E-02 1.083E-04 1.056E-05 1.018E+01 8.688E-03
initial norm 2.617E-01 4.918E-01 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 7.967E-04 4.495E-04 3.654E-06 2.859E-08 2.019E-02 1.493E-04
at node ID 1668 1666 1667 1666 1667 1720
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.780E-02 n/a 6.959E-02 n/a n/a n/a
current norm 2.337E-02 1.299E-01 1.846E-04 6.052E-06 5.071E+01 3.637E-02
initial norm 2.661E-01 5.635E-01 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 1.205E-03 6.788E-04 1.880E-05 -1.429E-07 1.051E-01 7.506E-04
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.071E+01 exceeds prior maximum 1.519E+01
automatically REFORMING stiffness matrix...
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.618E-01 n/a 3.240E-01 n/a n/a n/a
current norm 4.528E-02 2.508E-01 8.596E-04 4.559E-05 8.179E+01 5.673E-02
initial norm 2.798E-01 7.470E-01 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 2.436E-03 1.322E-03 6.088E-05 -2.526E-07 1.731E-01 1.248E-03
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.179E+01 exceeds prior maximum 5.071E+01
automatically REFORMING stiffness matrix...
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.786E-01 n/a 1.021E+00 n/a n/a n/a
current norm 8.568E-02 4.750E-01 2.708E-03 2.401E-06 1.698E+02 1.185E-01
initial norm 3.075E-01 1.039E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 4.929E-03 2.512E-03 3.627E-04 -5.442E-06 3.780E-01 2.622E-03
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.698E+02 exceeds prior maximum 8.179E+01
automatically REFORMING stiffness matrix...
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.656E-01 n/a 3.885E+00 n/a n/a n/a
current norm 1.613E-01 8.955E-01 1.031E-02 4.946E-04 2.685E+02 1.863E-01
initial norm 3.464E-01 1.377E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 1.023E-02 4.782E-03 -2.155E-03 -8.779E-05 6.372E-01 4.060E-03
at node ID 1668 1666 1665 1666 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.685E+02 exceeds prior maximum 1.698E+02
automatically REFORMING stiffness matrix...
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.556E-01 n/a 1.180E+01 n/a n/a n/a
current norm 2.923E-01 1.629E+00 3.129E-02 1.422E-03 3.471E+02 2.452E-01
initial norm 3.868E-01 1.689E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 2.068E-02 8.877E-03 -1.302E-02 -1.311E-03 8.794E-01 4.988E-03
at node ID 1668 1666 1665 1666 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.471E+02 exceeds prior maximum 2.685E+02
automatically REFORMING stiffness matrix...
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.066E+00 n/a 2.837E+01 n/a n/a n/a
current norm 4.743E-01 2.648E+00 7.527E-02 2.377E-03 5.081E+02 3.774E-01
initial norm 4.447E-01 2.099E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 3.680E-02 1.520E-02 -5.851E-02 -1.168E-02 1.431E+00 7.283E-03
at node ID 1668 1670 1665 1666 1667 1685
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.081E+02 exceeds prior maximum 3.471E+02
automatically REFORMING stiffness matrix...
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.443E+00 n/a 7.339E+01 n/a n/a n/a
current norm 7.460E-01 4.093E+00 1.947E-01 8.773E-03 7.273E+02 6.120E-01
initial norm 5.171E-01 2.571E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 6.025E-02 2.695E-02 -3.655E-01 -8.808E-02 2.236E+00 1.282E-02
at node ID 1668 1666 1669 1666 1667 1648
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.273E+02 exceeds prior maximum 5.081E+02
automatically REFORMING stiffness matrix...
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.662E+00 n/a 1.450E+02 n/a n/a n/a
current norm 9.872E-01 5.217E+00 3.847E-01 2.497E-02 9.471E+02 9.656E-01
initial norm 5.942E-01 3.027E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 7.235E-02 3.710E-02 -9.090E-01 -2.503E-01 2.816E+00 1.735E-02
at node ID 1974 869 840 1671 1667 1685
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.471E+02 exceeds prior maximum 7.273E+02
automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.819E+00 n/a 2.345E+02 n/a n/a n/a
current norm 1.222E+00 6.216E+00 6.220E-01 4.927E-02 1.147E+03 1.522E+00
initial norm 6.715E-01 3.448E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 8.651E-02 4.708E-02 -3.461E+00 -8.148E-01 3.119E+00 2.763E-02
at node ID 1669 1671 1670 1671 1667 1723
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.147E+03 exceeds prior maximum 9.471E+02
automatically REFORMING stiffness matrix...
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.937E+00 n/a 3.482E+02 n/a n/a n/a
current norm 1.452E+00 7.148E+00 9.237E-01 8.997E-02 1.327E+03 2.433E+00
initial norm 7.497E-01 3.840E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 1.098E-01 5.962E-02 -7.059E+00 -1.812E+00 3.864E+00 5.480E-02
at node ID 1651 1671 1670 1671 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.327E+03 exceeds prior maximum 1.147E+03
automatically REFORMING stiffness matrix...
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.822E+00 n/a 4.784E+02 n/a n/a n/a
current norm 1.516E+00 7.466E+00 1.269E+00 1.578E-01 1.528E+03 4.020E+00
initial norm 8.316E-01 4.226E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 1.155E-01 6.615E-02 -7.785E+00 -1.935E+00 5.296E+00 1.199E-01
at node ID 1102 1665 294 1159 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.528E+03 exceeds prior maximum 1.327E+03
automatically REFORMING stiffness matrix...
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.613E+00 n/a 6.043E+02 n/a n/a n/a
current norm 1.474E+00 7.381E+00 1.603E+00 2.572E-01 1.781E+03 6.344E+00
initial norm 9.137E-01 4.599E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 9.485E-02 6.648E-02 -7.386E+00 -1.833E+00 6.755E+00 2.030E-01
at node ID 1657 898 1671 1672 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.781E+03 exceeds prior maximum 1.528E+03
automatically REFORMING stiffness matrix...
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.500E+00 n/a 7.576E+02 n/a n/a n/a
current norm 1.498E+00 7.550E+00 2.010E+00 4.168E-01 2.070E+03 9.685E+00
initial norm 9.986E-01 4.967E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 1.074E-01 6.788E-02 -9.713E+00 -2.011E+00 7.962E+00 3.100E-01
at node ID 237 120 1656 120 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.070E+03 exceeds prior maximum 1.781E+03
automatically REFORMING stiffness matrix...
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.152E+00 n/a 8.819E+02 n/a n/a n/a
current norm 1.248E+00 6.768E+00 2.340E+00 6.078E-01 2.458E+03 1.420E+01
initial norm 1.084E+00 5.345E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 7.593E-02 6.444E-02 -5.710E+00 -1.080E+00 1.034E+01 4.503E-01
at node ID 1071 1188 1159 613 353 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.458E+03 exceeds prior maximum 2.070E+03
automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.308E-01 n/a 9.687E+02 n/a n/a n/a
current norm 1.081E+00 6.271E+00 2.570E+00 7.791E-01 2.907E+03 1.924E+01
initial norm 1.162E+00 5.727E+00 2.653E-03 1.665E-07 1.134E+01 1.141E-03
------------ trans rot trans rot trans rot
nodal max 5.883E-02 5.512E-02 -2.482E+00 -4.120E-01 1.267E+01 6.036E-01
at node ID 1128 1188 1158 614 353 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.907E+03 exceeds prior maximum 2.458E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.00000E-02 dt(new) = 4.64159E-03
------------------------------------------------------------
Iterations summary for failed step 34 t= 3.4000E-01 08/07/26 01:18:27
Number of iterations = 19
Number of stiffness reformations = 16
Number of right hand side evaluations = 103
BEGIN implicit dynamics step 34 t= 3.3464E-01 08/07/26 01:18:27
============================================================
time = 3.34642E-01
current step size = 4.64159E-03
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.545E-02 n/a 2.177E-01 n/a n/a n/a
current norm 3.934E-03 1.784E-02 5.774E-04 7.240E-08 1.587E+00 4.830E-04
initial norm 2.546E-01 3.789E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.345E-04 7.030E-05 1.211E-07 3.683E-10 1.863E-03 5.568E-06
at node ID 630 1702 1735 1037 1740 295
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.176E-02 n/a 7.128E-03 n/a n/a n/a
current norm 2.998E-03 2.101E-02 1.891E-05 3.971E-08 1.891E+00 9.875E-04
initial norm 2.548E-01 3.903E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.531E-04 9.321E-05 2.111E-07 -9.938E-10 2.162E-03 1.626E-05
at node ID 1668 1702 1668 293 1667 1684
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.928E-01 n/a 1.283E-01 n/a n/a n/a
current norm 7.491E-02 4.746E-01 3.404E-04 3.624E-06 1.135E+01 8.798E-03
initial norm 2.558E-01 4.333E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 3.789E-03 2.170E-03 -2.735E-04 -7.760E-06 2.249E-02 1.673E-04
at node ID 1668 1666 1647 1648 1667 1733
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.135E+01 exceeds prior maximum 5.978E+00
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.044E-02 n/a 2.643E-02 n/a n/a n/a
current norm 1.296E-02 7.186E-02 7.009E-05 4.133E-06 7.003E+00 5.793E-03
initial norm 2.569E-01 4.587E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 6.549E-04 3.712E-04 2.138E-06 1.584E-08 1.376E-02 1.024E-04
at node ID 1668 1666 1667 1666 1667 1720
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.543E-02 n/a 4.717E-02 n/a n/a n/a
current norm 1.962E-02 1.088E-01 1.251E-04 3.778E-06 3.553E+01 2.489E-02
initial norm 2.601E-01 5.140E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 9.976E-04 5.668E-04 1.102E-05 -6.890E-08 7.245E-02 5.176E-04
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.553E+01 exceeds prior maximum 1.135E+01
automatically REFORMING stiffness matrix...
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.356E-01 n/a 1.878E-01 n/a n/a n/a
current norm 3.561E-02 1.970E-01 4.981E-04 1.891E-05 2.945E+01 2.120E-02
initial norm 2.627E-01 5.550E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.881E-03 1.033E-03 3.040E-05 1.020E-07 6.017E-02 4.431E-04
at node ID 1668 1666 1667 1666 1667 1738
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.324E-01 n/a 1.937E-01 n/a n/a n/a
current norm 3.624E-02 2.016E-01 5.137E-04 5.387E-06 8.600E+01 6.220E-02
initial norm 2.736E-01 7.046E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.973E-03 1.064E-03 5.042E-05 -3.467E-07 1.859E-01 1.337E-03
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.600E+01 exceeds prior maximum 3.553E+01
automatically REFORMING stiffness matrix...
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.523E-01 n/a 9.028E-01 n/a n/a n/a
current norm 7.568E-02 4.192E-01 2.395E-03 1.067E-04 1.596E+02 1.066E-01
initial norm 3.000E-01 9.905E-01 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 4.321E-03 2.227E-03 2.562E-04 -2.669E-06 3.538E-01 2.457E-03
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.596E+02 exceeds prior maximum 8.600E+01
automatically REFORMING stiffness matrix...
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.229E-01 n/a 3.104E+00 n/a n/a n/a
current norm 1.429E-01 7.928E-01 8.234E-03 2.919E-04 2.521E+02 1.678E-01
initial norm 3.379E-01 1.325E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 8.961E-03 4.230E-03 -1.496E-03 -4.964E-05 5.935E-01 3.817E-03
at node ID 1668 1666 1665 1666 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.521E+02 exceeds prior maximum 1.596E+02
automatically REFORMING stiffness matrix...
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.852E-01 n/a 9.515E+00 n/a n/a n/a
current norm 2.603E-01 1.448E+00 2.524E-02 9.596E-04 3.378E+02 2.274E-01
initial norm 3.799E-01 1.651E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.817E-02 7.864E-03 -9.119E-03 -7.863E-04 8.508E-01 4.861E-03
at node ID 1668 1666 1665 1666 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.378E+02 exceeds prior maximum 2.521E+02
automatically REFORMING stiffness matrix...
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.997E-01 n/a 2.438E+01 n/a n/a n/a
current norm 4.369E-01 2.437E+00 6.467E-02 1.925E-03 4.922E+02 3.474E-01
initial norm 4.371E-01 2.056E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 3.366E-02 1.390E-02 -4.495E-02 -8.156E-03 1.373E+00 6.490E-03
at node ID 1668 1667 1665 1666 1667 1648
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.922E+02 exceeds prior maximum 3.378E+02
automatically REFORMING stiffness matrix...
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.412E+00 n/a 6.490E+01 n/a n/a n/a
current norm 7.036E-01 3.865E+00 1.721E-01 7.408E-03 6.422E+02 5.117E-01
initial norm 4.984E-01 2.459E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 5.709E-02 2.506E-02 -2.894E-01 -6.867E-02 1.939E+00 1.080E-02
at node ID 1668 1666 1669 1666 1667 1648
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.422E+02 exceeds prior maximum 4.922E+02
automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.597E+00 n/a 1.199E+02 n/a n/a n/a
current norm 9.196E-01 4.889E+00 3.181E-01 1.481E-02 8.698E+02 8.472E-01
initial norm 5.759E-01 2.925E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 6.968E-02 3.491E-02 -7.642E-01 -1.973E-01 2.622E+00 1.535E-02
at node ID 1974 1666 840 1666 1667 1685
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.698E+02 exceeds prior maximum 6.422E+02
automatically REFORMING stiffness matrix...
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.764E+00 n/a 2.038E+02 n/a n/a n/a
current norm 1.153E+00 5.897E+00 5.406E-01 3.806E-02 1.077E+03 1.363E+00
initial norm 6.536E-01 3.353E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 8.209E-02 4.310E-02 -2.625E+00 -6.140E-01 2.985E+00 2.537E-02
at node ID 1669 1671 1670 1671 1667 1723
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.077E+03 exceeds prior maximum 8.698E+02
automatically REFORMING stiffness matrix...
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.902E+00 n/a 3.102E+02 n/a n/a n/a
current norm 1.391E+00 6.863E+00 8.228E-01 7.485E-02 1.260E+03 2.189E+00
initial norm 7.316E-01 3.748E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.037E-01 5.687E-02 -6.186E+00 -1.522E+00 3.555E+00 4.682E-02
at node ID 1651 1671 1670 1671 1670 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.260E+03 exceeds prior maximum 1.077E+03
automatically REFORMING stiffness matrix...
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.844E+00 n/a 4.380E+02 n/a n/a n/a
current norm 1.499E+00 7.351E+00 1.162E+00 1.377E-01 1.452E+03 3.633E+00
initial norm 8.131E-01 4.135E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.165E-01 6.363E-02 -7.068E+00 -1.902E+00 4.923E+00 1.074E-01
at node ID 1102 1665 294 1159 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.452E+03 exceeds prior maximum 1.260E+03
automatically REFORMING stiffness matrix...
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.624E+00 n/a 5.593E+02 n/a n/a n/a
current norm 1.453E+00 7.251E+00 1.483E+00 2.280E-01 1.694E+03 5.784E+00
initial norm 8.949E-01 4.509E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 9.396E-02 6.647E-02 -7.232E+00 -1.797E+00 6.385E+00 1.859E-01
at node ID 1657 898 869 1971 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.694E+03 exceeds prior maximum 1.452E+03
automatically REFORMING stiffness matrix...
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.517E+00 n/a 7.057E+02 n/a n/a n/a
current norm 1.485E+00 7.447E+00 1.872E+00 3.734E-01 1.970E+03 8.866E+00
initial norm 9.790E-01 4.874E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 1.066E-01 6.586E-02 -9.175E+00 -1.947E+00 7.665E+00 2.865E-01
at node ID 1686 120 1656 1655 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.970E+03 exceeds prior maximum 1.694E+03
automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.187E+00 n/a 8.335E+02 n/a n/a n/a
current norm 1.262E+00 6.765E+00 2.211E+00 5.587E-01 2.330E+03 1.312E+01
initial norm 1.064E+00 5.248E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 8.016E-02 6.448E-02 -6.202E+00 -1.181E+00 9.713E+00 4.194E-01
at node ID 1071 613 1159 613 353 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.330E+03 exceeds prior maximum 1.970E+03
automatically REFORMING stiffness matrix...
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.468E-01 n/a 9.241E+02 n/a n/a n/a
current norm 1.080E+00 6.227E+00 2.451E+00 7.340E-01 2.744E+03 1.791E+01
initial norm 1.140E+00 5.617E+00 2.653E-03 7.240E-08 5.978E+00 7.515E-04
------------ trans rot trans rot trans rot
nodal max 6.024E-02 5.671E-02 -2.744E+00 -4.689E-01 1.210E+01 5.653E-01
at node ID 557 1188 585 614 353 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.744E+03 exceeds prior maximum 2.330E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 4.64159E-03 dt(new) = 2.15443E-03
------------------------------------------------------------
Iterations summary for failed step 34 t= 3.3464E-01 08/07/26 01:18:31
Number of iterations = 20
Number of stiffness reformations = 16
Number of right hand side evaluations = 104
BEGIN implicit dynamics step 34 t= 3.3215E-01 08/07/26 01:18:31
============================================================
time = 3.32154E-01
current step size = 2.15443E-03
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.302E-03 n/a 4.993E-02 n/a n/a n/a
current norm 2.351E-03 1.568E-02 1.324E-04 5.100E-08 1.371E+00 2.567E-04
initial norm 2.527E-01 3.761E-01 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 1.017E-04 6.559E-05 9.737E-08 1.877E-10 1.582E-03 4.879E-06
at node ID 630 1702 1668 1774 1740 1774
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.256E-02 n/a 6.188E-03 n/a n/a n/a
current norm 3.178E-03 2.183E-02 1.641E-05 1.244E-08 1.815E+00 7.872E-04
initial norm 2.530E-01 3.873E-01 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 1.626E-04 9.771E-05 2.041E-07 9.517E-10 3.026E-03 1.380E-05
at node ID 1668 1702 1668 866 683 866
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.035E-01 n/a 7.212E-02 n/a n/a n/a
current norm 5.172E-02 3.245E-01 1.913E-04 9.322E-07 1.211E+01 9.007E-03
initial norm 2.542E-01 4.301E-01 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 2.627E-03 1.504E-03 -9.341E-05 -2.164E-06 2.396E-02 1.725E-04
at node ID 1668 1666 1647 1648 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.211E+01 exceeds prior maximum 3.490E+00
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.884E-02 n/a 2.741E-02 n/a n/a n/a
current norm 1.245E-02 6.901E-02 7.270E-05 2.964E-06 6.448E+00 5.511E-03
initial norm 2.550E-01 4.539E-01 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 6.351E-04 3.603E-04 1.917E-06 1.551E-08 1.290E-02 9.747E-05
at node ID 1668 1666 1667 1666 1667 1738
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.174E-02 n/a 4.316E-02 n/a n/a n/a
current norm 1.851E-02 1.028E-01 1.145E-04 4.114E-06 3.201E+01 2.253E-02
initial norm 2.580E-01 5.054E-01 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 9.485E-04 5.402E-04 9.609E-06 -5.364E-08 6.629E-02 4.783E-04
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.201E+01 exceeds prior maximum 1.211E+01
automatically REFORMING stiffness matrix...
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.252E-01 n/a 1.608E-01 n/a n/a n/a
current norm 3.259E-02 1.806E-01 4.265E-04 1.221E-05 2.620E+01 1.906E-02
initial norm 2.603E-01 5.425E-01 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 1.736E-03 9.562E-04 2.452E-05 9.310E-08 5.438E-02 4.039E-04
at node ID 1668 1666 1667 1666 1667 1738
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.244E-01 n/a 1.693E-01 n/a n/a n/a
current norm 3.361E-02 1.872E-01 4.490E-04 2.277E-06 7.405E+01 5.372E-02
initial norm 2.701E-01 6.795E-01 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 1.838E-03 9.966E-04 4.149E-05 -2.614E-07 1.621E-01 1.175E-03
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.405E+01 exceeds prior maximum 3.201E+01
automatically REFORMING stiffness matrix...
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.234E-01 n/a 7.191E-01 n/a n/a n/a
current norm 6.697E-02 3.718E-01 1.907E-03 6.774E-05 1.793E+02 1.213E-01
initial norm 2.998E-01 1.002E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 3.839E-03 1.993E-03 1.889E-04 -1.642E-06 4.050E-01 2.813E-03
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.793E+02 exceeds prior maximum 7.405E+01
automatically REFORMING stiffness matrix...
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.092E-01 n/a 3.353E+00 n/a n/a n/a
current norm 1.385E-01 7.711E-01 8.893E-03 5.468E-04 2.635E+02 1.750E-01
initial norm 3.386E-01 1.342E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 8.853E-03 4.151E-03 -1.388E-03 -4.206E-05 6.357E-01 4.029E-03
at node ID 1668 1666 1665 1666 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.635E+02 exceeds prior maximum 1.793E+02
automatically REFORMING stiffness matrix...
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.710E-01 n/a 9.869E+00 n/a n/a n/a
current norm 2.566E-01 1.436E+00 2.618E-02 9.294E-04 3.542E+02 2.391E-01
initial norm 3.824E-01 1.681E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 1.831E-02 7.871E-03 -8.916E-03 -7.806E-04 9.211E-01 5.094E-03
at node ID 1668 1666 1665 1666 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.542E+02 exceeds prior maximum 2.635E+02
automatically REFORMING stiffness matrix...
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.959E-01 n/a 2.638E+01 n/a n/a n/a
current norm 4.396E-01 2.472E+00 6.997E-02 1.937E-03 5.156E+02 3.700E-01
initial norm 4.414E-01 2.099E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 3.467E-02 1.428E-02 -4.679E-02 -8.990E-03 1.494E+00 7.473E-03
at node ID 1668 1666 1665 1666 1667 1648
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.156E+02 exceeds prior maximum 3.542E+02
automatically REFORMING stiffness matrix...
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.377E+00 n/a 6.982E+01 n/a n/a n/a
current norm 6.961E-01 3.844E+00 1.852E-01 7.838E-03 6.761E+02 5.636E-01
initial norm 5.055E-01 2.517E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 5.683E-02 2.552E-02 -2.810E-01 -6.901E-02 2.099E+00 1.193E-02
at node ID 1668 1666 1669 1666 1667 1648
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.761E+02 exceeds prior maximum 5.156E+02
automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.533E+00 n/a 1.267E+02 n/a n/a n/a
current norm 8.958E-01 4.784E+00 3.360E-01 1.633E-02 9.091E+02 9.443E-01
initial norm 5.844E-01 2.988E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 6.706E-02 3.414E-02 -6.473E-01 -1.754E-01 2.730E+00 1.715E-02
at node ID 1974 1666 840 1666 1667 1647
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.091E+02 exceeds prior maximum 6.761E+02
automatically REFORMING stiffness matrix...
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.686E+00 n/a 2.120E+02 n/a n/a n/a
current norm 1.117E+00 5.749E+00 5.623E-01 4.102E-02 1.117E+03 1.528E+00
initial norm 6.628E-01 3.417E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 8.021E-02 4.334E-02 -2.531E+00 -5.967E-01 3.040E+00 3.025E-02
at node ID 1669 1671 1670 1671 1667 1723
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.117E+03 exceeds prior maximum 9.091E+02
automatically REFORMING stiffness matrix...
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.815E+00 n/a 3.203E+02 n/a n/a n/a
current norm 1.346E+00 6.686E+00 8.496E-01 8.033E-02 1.300E+03 2.448E+00
initial norm 7.415E-01 3.813E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 9.998E-02 5.647E-02 -5.641E+00 -1.432E+00 3.860E+00 5.326E-02
at node ID 783 1671 1670 1671 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.300E+03 exceeds prior maximum 1.117E+03
automatically REFORMING stiffness matrix...
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.760E+00 n/a 4.495E+02 n/a n/a n/a
current norm 1.450E+00 7.158E+00 1.192E+00 1.474E-01 1.500E+03 4.035E+00
initial norm 8.238E-01 4.201E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 1.108E-01 6.233E-02 -6.251E+00 -1.700E+00 5.315E+00 1.189E-01
at node ID 1102 1665 294 1159 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.500E+03 exceeds prior maximum 1.300E+03
automatically REFORMING stiffness matrix...
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.579E+00 n/a 5.760E+02 n/a n/a n/a
current norm 1.431E+00 7.143E+00 1.528E+00 2.477E-01 1.749E+03 6.362E+00
initial norm 9.063E-01 4.574E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 9.249E-02 6.299E-02 -6.566E+00 -1.626E+00 6.772E+00 2.025E-01
at node ID 1657 898 1671 1672 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.749E+03 exceeds prior maximum 1.500E+03
automatically REFORMING stiffness matrix...
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.447E+00 n/a 7.260E+02 n/a n/a n/a
current norm 1.435E+00 7.264E+00 1.926E+00 4.082E-01 2.035E+03 9.746E+00
initial norm 9.917E-01 4.943E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 1.042E-01 6.565E-02 -8.569E+00 -1.756E+00 7.986E+00 3.101E-01
at node ID 1071 120 1656 613 1672 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.035E+03 exceeds prior maximum 1.749E+03
automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.104E+00 n/a 8.417E+02 n/a n/a n/a
current norm 1.187E+00 6.518E+00 2.233E+00 5.920E-01 2.417E+03 1.415E+01
initial norm 1.075E+00 5.317E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 7.266E-02 6.252E-02 -5.052E+00 -9.473E-01 1.019E+01 4.476E-01
at node ID 1129 1188 1159 613 353 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.417E+03 exceeds prior maximum 2.035E+03
automatically REFORMING stiffness matrix...
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.100E-01 n/a 9.250E+02 n/a n/a n/a
current norm 1.047E+00 6.123E+00 2.454E+00 7.560E-01 2.858E+03 1.908E+01
initial norm 1.151E+00 5.694E+00 2.653E-03 5.100E-08 3.490E+00 7.523E-04
------------ trans rot trans rot trans rot
nodal max 5.649E-02 5.359E-02 -2.252E+00 -3.702E-01 1.233E+01 5.956E-01
at node ID 1128 1188 1158 614 1952 1616
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.858E+03 exceeds prior maximum 2.417E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 2.15443E-03 dt(new) = 1.00000E-03
------------------------------------------------------------
Iterations summary for failed step 34 t= 3.3215E-01 08/07/26 01:18:36
Number of iterations = 20
Number of stiffness reformations = 16
Number of right hand side evaluations = 140
BEGIN implicit dynamics step 34 t= 3.3100E-01 08/07/26 01:18:36
============================================================
time = 3.31000E-01
current step size = 1.00000E-03
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.836E-03 n/a 1.415E-02 n/a n/a n/a
current norm 1.721E-03 1.435E-02 3.753E-05 4.915E-08 1.267E+00 1.708E-04
initial norm 2.518E-01 3.747E-01 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 8.572E-05 6.186E-05 8.906E-08 1.766E-10 1.449E-03 4.859E-06
at node ID 630 1702 1668 1720 1740 1859
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.564E-02 n/a 8.113E-03 n/a n/a n/a
current norm 3.947E-03 2.891E-02 2.152E-05 1.213E-08 1.974E+00 9.739E-04
initial norm 2.523E-01 3.908E-01 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 2.074E-04 1.311E-04 2.479E-07 1.801E-09 5.019E-03 1.838E-05
at node ID 1668 1702 1659 297 1803 297
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.963E-02 n/a 2.511E-02 n/a n/a n/a
current norm 2.017E-02 1.305E-01 6.661E-05 4.258E-08 1.013E+01 7.656E-03
initial norm 2.533E-01 4.297E-01 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 1.059E-03 6.125E-04 7.649E-06 -1.153E-07 2.073E-02 1.489E-04
at node ID 1668 1702 1667 1643 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.013E+01 exceeds prior maximum 2.336E+00
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.717E-02 n/a 2.128E-02 n/a n/a n/a
current norm 9.427E-03 5.262E-02 5.644E-05 9.197E-07 3.890E+00 3.928E-03
initial norm 2.536E-01 4.452E-01 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 5.009E-04 2.863E-04 1.191E-06 9.512E-09 8.259E-03 6.512E-05
at node ID 1668 1666 1668 1666 1667 1702
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.072E+01 n/a 3.296E+01 n/a n/a n/a
current norm 1.560E+01 8.710E+01 8.744E-02 2.843E-03 3.759E+01 2.721E-02
initial norm 2.569E-01 5.259E-01 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 8.288E-01 4.740E-01 -2.463E+03 -6.144E+03 7.694E-02 6.510E-04
at node ID 1668 1666 1668 1666 1665 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.759E+01 exceeds prior maximum 1.013E+01
automatically REFORMING stiffness matrix...
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.136E-01 n/a 2.097E-01 n/a n/a n/a
current norm 3.029E-02 1.698E-01 5.563E-04 2.269E-05 3.785E+01 3.013E-02
initial norm 2.667E-01 6.478E-01 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 1.716E-03 9.400E-04 2.454E-05 1.076E-07 8.871E-02 6.547E-04
at node ID 1668 1666 1667 1666 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.785E+01 exceeds prior maximum 3.759E+01
automatically REFORMING stiffness matrix...
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.738E-01 n/a 4.165E-01 n/a n/a n/a
current norm 4.979E-02 2.812E-01 1.105E-03 1.831E-05 1.027E+02 7.780E-02
initial norm 2.866E-01 8.845E-01 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 2.979E-03 1.565E-03 1.013E-04 -8.652E-07 2.539E-01 1.811E-03
at node ID 1668 1666 1667 1684 1667 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.027E+02 exceeds prior maximum 3.785E+01
automatically REFORMING stiffness matrix...
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.881E-01 n/a 1.723E+00 n/a n/a n/a
current norm 9.327E-02 5.328E-01 4.571E-03 1.790E-04 2.201E+02 1.619E-01
initial norm 3.238E-01 1.242E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 6.145E-03 2.983E-03 5.980E-04 -1.116E-05 5.965E-01 3.777E-03
at node ID 1668 1720 1667 1684 1721 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.201E+02 exceeds prior maximum 1.027E+02
automatically REFORMING stiffness matrix...
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.214E-01 n/a 7.726E+00 n/a n/a n/a
current norm 1.949E-01 1.139E+00 2.049E-02 9.799E-04 3.673E+02 2.719E-01
initial norm 3.738E-01 1.655E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 1.462E-02 7.088E-03 -4.888E-03 -3.506E-04 1.217E+00 5.730E-03
at node ID 1668 1723 1701 1720 1721 1738
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.673E+02 exceeds prior maximum 2.201E+02
automatically REFORMING stiffness matrix...
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.858E-01 n/a 3.022E+01 n/a n/a n/a
current norm 3.890E-01 2.321E+00 8.015E-02 3.558E-03 5.830E+02 4.791E-01
initial norm 4.391E-01 2.146E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 3.247E-02 1.601E-02 -4.550E-02 -1.034E-02 2.311E+00 1.143E-02
at node ID 1668 1720 1722 1720 1721 1648
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.830E+02 exceeds prior maximum 3.673E+02
automatically REFORMING stiffness matrix...
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.151E+00 n/a 8.338E+01 n/a n/a n/a
current norm 5.917E-01 3.439E+00 2.212E-01 1.331E-02 8.073E+02 8.269E-01
initial norm 5.139E-01 2.649E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 4.799E-02 2.556E-02 -1.778E-01 -4.910E-02 2.910E+00 1.680E-02
at node ID 1668 1720 1912 1720 1721 1647
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.073E+02 exceeds prior maximum 5.830E+02
automatically REFORMING stiffness matrix...
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.293E+00 n/a 1.523E+02 n/a n/a n/a
current norm 7.595E-01 4.311E+00 4.040E-01 2.982E-02 1.005E+03 1.323E+00
initial norm 5.873E-01 3.094E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 5.600E-02 3.075E-02 -4.750E-01 -1.252E-01 2.909E+00 2.868E-02
at node ID 1669 1701 1672 1719 1721 1723
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.005E+03 exceeds prior maximum 8.073E+02
automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.382E+00 n/a 2.335E+02 n/a n/a n/a
current norm 9.242E-01 5.129E+00 6.193E-01 4.969E-02 1.230E+03 2.140E+00
initial norm 6.685E-01 3.552E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 6.574E-02 4.316E-02 -1.206E+00 -3.629E-01 3.630E+00 5.498E-02
at node ID 1669 1719 1670 1719 1702 1720
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.230E+03 exceeds prior maximum 1.005E+03
automatically REFORMING stiffness matrix...
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.441E+00 n/a 3.402E+02 n/a n/a n/a
current norm 1.079E+00 5.796E+00 9.025E-01 9.293E-02 1.428E+03 3.336E+00
initial norm 7.488E-01 3.972E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 7.607E-02 5.035E-02 -2.407E+00 -7.631E-01 4.765E+00 9.765E-02
at node ID 782 895 1976 1671 1700 1720
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.428E+03 exceeds prior maximum 1.230E+03
automatically REFORMING stiffness matrix...
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.485E+00 n/a 4.583E+02 n/a n/a n/a
current norm 1.231E+00 6.357E+00 1.216E+00 1.577E-01 1.637E+03 5.086E+00
initial norm 8.291E-01 4.360E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 8.622E-02 5.236E-02 -3.092E+00 -1.140E+00 6.352E+00 1.566E-01
at node ID 1670 1159 1671 1671 1672 1720
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.637E+03 exceeds prior maximum 1.428E+03
automatically REFORMING stiffness matrix...
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.503E+00 n/a 6.068E+02 n/a n/a n/a
current norm 1.371E+00 6.941E+00 1.610E+00 2.761E-01 1.879E+03 7.703E+00
initial norm 9.121E-01 4.729E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 9.823E-02 6.050E-02 -7.437E+00 -1.675E+00 7.752E+00 2.414E-01
at node ID 1705 1672 1671 1673 1672 1720
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.879E+03 exceeds prior maximum 1.637E+03
automatically REFORMING stiffness matrix...
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.310E+00 n/a 7.612E+02 n/a n/a n/a
current norm 1.309E+00 6.919E+00 2.019E+00 4.515E-01 2.200E+03 1.154E+01
initial norm 9.992E-01 5.108E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 9.491E-02 6.441E-02 -8.004E+00 -1.603E+00 9.513E+00 3.543E-01
at node ID 1099 1188 585 614 1700 1724
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.200E+03 exceeds prior maximum 1.879E+03
automatically REFORMING stiffness matrix...
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.036E+00 n/a 8.655E+02 n/a n/a n/a
current norm 1.119E+00 6.392E+00 2.296E+00 6.251E-01 2.595E+03 1.609E+01
initial norm 1.080E+00 5.492E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 6.526E-02 5.897E-02 -3.952E+00 -6.972E-01 1.168E+01 4.781E-01
at node ID 1128 614 1158 1187 354 1724
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.595E+03 exceeds prior maximum 2.200E+03
automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.405E-01 n/a 9.426E+02 n/a n/a n/a
current norm 1.089E+00 6.372E+00 2.500E+00 7.808E-01 3.082E+03 2.086E+01
initial norm 1.157E+00 5.897E+00 2.653E-03 4.915E-08 2.336E+00 7.543E-04
------------ trans rot trans rot trans rot
nodal max 6.276E-02 4.946E-02 -1.416E+00 -2.235E-01 1.261E+01 6.154E-01
at node ID 640 1187 1157 1187 1934 726
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.082E+03 exceeds prior maximum 2.595E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.00000E-03 dt(new) = 4.64159E-04
------------------------------------------------------------
Iterations summary for failed step 34 t= 3.3100E-01 08/07/26 01:18:40
Number of iterations = 19
Number of stiffness reformations = 16
Number of right hand side evaluations = 105
BEGIN implicit dynamics step 34 t= 3.3046E-01 08/07/26 01:18:40
============================================================
time = 3.30464E-01
current step size = 4.64159E-04
Iteration: 1 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.756E-03 n/a 6.542E-03 n/a n/a n/a
current norm 1.196E-03 1.271E-02 1.735E-05 7.007E-08 1.207E+00 1.128E-04
initial norm 2.514E-01 3.740E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 6.478E-05 5.575E-05 6.897E-08 1.223E-10 1.374E-03 4.059E-06
at node ID 1668 1702 1722 1918 1740 445
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.780E-02 n/a 1.373E-02 n/a n/a n/a
current norm 4.486E-03 4.382E-02 3.642E-05 3.383E-08 1.821E+00 1.404E-03
initial norm 2.519E-01 4.028E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 2.588E-04 2.017E-04 2.631E-07 3.818E-09 5.214E-03 2.607E-05
at node ID 1668 1702 1668 442 683 442
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.821E+00 exceeds prior maximum 1.800E+00
automatically REFORMING stiffness matrix...
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.300E-03 n/a 3.242E-03 n/a n/a n/a
current norm 1.838E-03 1.151E-02 8.599E-06 9.244E-08 5.607E-01 4.950E-04
initial norm 2.517E-01 4.054E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.090E-04 6.574E-05 1.060E-07 5.005E-10 1.051E-03 8.862E-06
at node ID 1668 1702 1668 1720 1721 1720
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.435E-02 n/a 8.447E-03 n/a n/a n/a
current norm 8.645E-03 5.386E-02 2.241E-05 2.756E-07 4.190E+00 3.503E-03
initial norm 2.517E-01 4.220E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 5.073E-04 3.188E-04 1.030E-06 8.921E-09 9.789E-03 8.640E-05
at node ID 1668 1720 1721 1734 1233 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.190E+00 exceeds prior maximum 1.821E+00
automatically REFORMING stiffness matrix...
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.809E-02 n/a 1.338E-02 n/a n/a n/a
current norm 4.570E-03 2.903E-02 3.548E-05 2.269E-07 1.450E+00 2.156E-03
initial norm 2.526E-01 4.319E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 2.796E-04 1.946E-04 6.891E-07 4.387E-09 3.665E-03 3.877E-05
at node ID 1718 1720 1714 1752 1715 1702
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.208E-01 n/a 1.953E-01 n/a n/a n/a
current norm 8.186E-02 5.298E-01 5.180E-04 7.751E-06 1.450E+01 1.092E-02
initial norm 2.552E-01 4.722E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 5.096E-03 3.576E-03 -8.273E-04 -3.537E-05 4.088E-02 2.830E-04
at node ID 1718 1720 1719 1716 1715 1774
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.450E+01 exceeds prior maximum 4.190E+00
automatically REFORMING stiffness matrix...
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.218E-02 n/a 7.843E-02 n/a n/a n/a
current norm 1.079E-02 7.656E-02 2.080E-04 9.324E-07 8.626E+00 1.057E-02
initial norm 2.558E-01 5.119E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 7.939E-04 5.457E-04 7.361E-06 7.060E-08 2.774E-02 2.441E-04
at node ID 1714 1720 1714 1720 1713 1680
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.637E-02 n/a 1.125E-01 n/a n/a n/a
current norm 1.443E-02 1.089E-01 2.985E-04 1.016E-05 9.306E+00 1.101E-02
initial norm 2.559E-01 5.146E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.124E-03 7.785E-04 2.021E-05 1.453E-07 3.013E-02 2.577E-04
at node ID 1714 1720 1721 1769 1713 1680
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.706E-02 n/a 1.169E-01 n/a n/a n/a
current norm 1.461E-02 1.107E-01 3.100E-04 1.044E-05 1.004E+01 1.148E-02
initial norm 2.560E-01 5.174E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.143E-03 7.911E-04 2.120E-05 1.536E-07 3.273E-02 2.721E-04
at node ID 1714 1720 1721 1769 1713 1680
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.771E-02 n/a 1.213E-01 n/a n/a n/a
current norm 1.478E-02 1.125E-01 3.218E-04 1.070E-05 1.082E+01 1.197E-02
initial norm 2.561E-01 5.202E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.161E-03 8.033E-04 2.222E-05 1.622E-07 3.552E-02 2.873E-04
at node ID 1714 1720 1721 1769 1713 1680
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.834E-02 n/a 1.259E-01 n/a n/a n/a
current norm 1.495E-02 1.142E-01 3.339E-04 1.095E-05 1.165E+01 1.249E-02
initial norm 2.562E-01 5.231E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.179E-03 8.153E-04 2.351E-05 -1.748E-07 3.851E-02 3.033E-04
at node ID 1714 1720 1715 1694 1713 1680
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.894E-02 n/a 1.306E-01 n/a n/a n/a
current norm 1.511E-02 1.159E-01 3.463E-04 1.119E-05 1.254E+01 1.304E-02
initial norm 2.564E-01 5.261E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.196E-03 8.269E-04 2.486E-05 -1.901E-07 4.171E-02 3.202E-04
at node ID 1714 1720 1715 1694 1713 1680
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.950E-02 n/a 1.353E-01 n/a n/a n/a
current norm 1.526E-02 1.176E-01 3.590E-04 1.141E-05 1.348E+01 1.361E-02
initial norm 2.565E-01 5.292E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.213E-03 8.381E-04 2.622E-05 -2.061E-07 4.511E-02 3.380E-04
at node ID 1714 1720 1715 1694 1713 1680
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.002E-02 n/a 1.402E-01 n/a n/a n/a
current norm 1.540E-02 1.192E-01 3.718E-04 1.161E-05 1.447E+01 1.421E-02
initial norm 2.566E-01 5.323E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.229E-03 8.487E-04 2.758E-05 -2.226E-07 4.871E-02 3.566E-04
at node ID 1714 1720 1715 1694 1713 1680
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.050E-02 n/a 1.451E-01 n/a n/a n/a
current norm 1.553E-02 1.207E-01 3.850E-04 1.180E-05 1.551E+01 1.484E-02
initial norm 2.567E-01 5.355E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.244E-03 8.589E-04 2.892E-05 -2.395E-07 5.252E-02 3.761E-04
at node ID 1714 1720 1715 1694 1713 1680
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.551E+01 exceeds prior maximum 1.450E+01
automatically REFORMING stiffness matrix...
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.236E-02 n/a 1.876E-01 n/a n/a n/a
current norm 1.866E-02 1.428E-01 4.978E-04 1.454E-05 1.379E+01 1.646E-02
initial norm 2.579E-01 5.661E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.574E-03 1.075E-03 3.520E-05 2.846E-07 4.819E-02 4.280E-04
at node ID 1714 1720 1714 1713 1713 1680
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.248E-02 n/a 2.590E-01 n/a n/a n/a
current norm 2.130E-02 1.670E-01 6.871E-04 1.914E-05 1.454E+01 1.732E-02
initial norm 2.582E-01 5.734E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.846E-03 1.267E-03 5.651E-05 -4.398E-07 5.160E-02 4.567E-04
at node ID 1714 1715 1714 1694 1713 1680
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.471E-02 n/a 2.783E-01 n/a n/a n/a
current norm 2.190E-02 1.726E-01 7.383E-04 2.047E-05 1.563E+01 1.833E-02
initial norm 2.585E-01 5.811E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.910E-03 1.312E-03 6.238E-05 -5.395E-07 5.642E-02 4.910E-04
at node ID 1714 1715 1714 1694 1713 1680
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.563E+01 exceeds prior maximum 1.551E+01
automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.449E-02 n/a 3.365E-01 n/a n/a n/a
current norm 2.460E-02 1.936E-01 8.925E-04 2.415E-05 1.653E+01 2.271E-02
initial norm 2.604E-01 6.271E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 2.228E-03 1.521E-03 7.849E-05 5.561E-07 6.321E-02 6.219E-04
at node ID 1714 1715 1714 1713 1713 1680
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.653E+01 exceeds prior maximum 1.563E+01
automatically REFORMING stiffness matrix...
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.188E-01 n/a 5.495E-01 n/a n/a n/a
current norm 3.115E-02 2.501E-01 1.457E-03 3.847E-05 1.743E+01 2.723E-02
initial norm 2.621E-01 6.689E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 3.001E-03 2.050E-03 1.547E-04 -1.235E-06 6.962E-02 7.529E-04
at node ID 1714 1715 1714 1694 1713 1680
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.743E+01 exceeds prior maximum 1.653E+01
automatically REFORMING stiffness matrix...
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.436E-01 n/a 8.181E-01 n/a n/a n/a
current norm 3.786E-02 3.085E-01 2.170E-03 5.756E-05 1.801E+01 3.136E-02
initial norm 2.637E-01 7.047E-01 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 3.841E-03 2.628E-03 2.675E-04 -2.748E-06 7.422E-02 8.700E-04
at node ID 1714 1715 1714 1694 1713 1680
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.801E+01 exceeds prior maximum 1.743E+01
automatically REFORMING stiffness matrix...
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.586E-01 n/a 1.121E+00 n/a n/a n/a
current norm 4.429E-02 3.647E-01 2.973E-03 7.999E-05 1.723E+02 1.250E-01
initial norm 2.793E-01 1.018E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 4.683E-03 3.206E-03 4.079E-04 -5.521E-06 8.976E-01 4.683E-03
at node ID 1714 1715 1714 1698 1713 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.723E+02 exceeds prior maximum 1.801E+01
automatically REFORMING stiffness matrix...
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.979E-01 n/a 9.981E+00 n/a n/a n/a
current norm 1.240E-01 1.054E+00 2.648E-02 1.488E-03 4.443E+02 3.266E-01
initial norm 3.116E-01 1.537E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 1.608E-02 1.024E-02 -5.154E-03 -8.581E-04 2.932E+00 1.542E-02
at node ID 1714 1713 1719 1715 1713 1695
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.443E+02 exceeds prior maximum 1.723E+02
automatically REFORMING stiffness matrix...
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.441E-01 n/a 5.566E+01 n/a n/a n/a
current norm 2.615E-01 2.131E+00 1.476E-01 1.390E-02 6.321E+02 5.759E-01
initial norm 3.515E-01 2.030E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 2.917E-02 2.206E-02 -6.083E-02 -1.740E-02 3.733E+00 2.257E-02
at node ID 1912 1716 1717 1716 1713 1716
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.321E+02 exceeds prior maximum 4.443E+02
automatically REFORMING stiffness matrix...
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.305E-01 n/a 1.058E+02 n/a n/a n/a
current norm 3.342E-01 2.624E+00 2.807E-01 2.680E-02 8.302E+02 1.193E+00
initial norm 4.024E-01 2.533E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 2.999E-02 2.466E-02 -1.249E-01 -2.712E-02 4.440E+00 4.067E-02
at node ID 1750 1917 1717 1917 1717 1719
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.302E+02 exceeds prior maximum 6.321E+02
automatically REFORMING stiffness matrix...
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.616E-01 n/a 1.572E+02 n/a n/a n/a
current norm 3.991E-01 3.043E+00 4.171E-01 4.689E-02 1.143E+03 2.165E+00
initial norm 4.632E-01 3.035E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 3.012E-02 2.320E-02 -1.147E-01 -2.502E-02 5.974E+00 7.431E-02
at node ID 1749 1724 355 1724 1717 1767
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.143E+03 exceeds prior maximum 8.302E+02
automatically REFORMING stiffness matrix...
Iteration: 27 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.198E-01 n/a 2.254E+02 n/a n/a n/a
current norm 4.995E-01 3.754E+00 5.979E-01 7.819E-02 1.687E+03 3.763E+00
initial norm 5.430E-01 3.634E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 3.436E-02 3.071E-02 -1.901E-01 -5.238E-02 7.356E+00 1.559E-01
at node ID 1723 1724 1723 1724 1717 1695
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.687E+03 exceeds prior maximum 1.143E+03
automatically REFORMING stiffness matrix...
Iteration: 28 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.411E-01 n/a 3.369E+02 n/a n/a n/a
current norm 5.921E-01 4.269E+00 8.935E-01 1.509E-01 2.175E+03 5.961E+00
initial norm 6.291E-01 4.236E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 4.038E-02 3.023E-02 -3.267E-01 -6.314E-02 8.128E+00 2.502E-01
at node ID 1133 1747 1748 610 1735 1695
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.175E+03 exceeds prior maximum 1.687E+03
automatically REFORMING stiffness matrix...
Iteration: 29 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.341E-01 n/a 4.611E+02 n/a n/a n/a
current norm 6.679E-01 4.634E+00 1.223E+00 2.454E-01 2.571E+03 8.703E+00
initial norm 7.150E-01 4.776E+00 2.653E-03 7.007E-08 1.800E+00 7.584E-04
------------ trans rot trans rot trans rot
nodal max 6.413E-02 3.679E-02 -1.157E+00 -2.352E-01 8.209E+00 3.409E-01
at node ID 348 2040 2041 2040 1735 1695
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.571E+03 exceeds prior maximum 2.175E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 4.64159E-04 dt(new) = 2.15443E-04
------------------------------------------------------------
Iterations summary for failed step 34 t= 3.3046E-01 08/07/26 01:18:47
Number of iterations = 29
Number of stiffness reformations = 16
Number of right hand side evaluations = 259
BEGIN implicit dynamics step 34 t= 3.3022E-01 08/07/26 01:18:47
============================================================
time = 3.30215E-01
current step size = 2.15443E-04
Iteration: 1 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.551E-03 n/a 4.823E-03 n/a n/a n/a
current norm 6.408E-04 1.116E-02 1.279E-05 1.038E-07 1.161E+00 6.462E-05
initial norm 2.512E-01 3.734E-01 2.653E-03 1.038E-07 1.552E+00 7.677E-04
------------ trans rot trans rot trans rot
nodal max 3.790E-05 4.877E-05 4.170E-08 4.999E-11 1.312E-03 2.571E-06
at node ID 1668 1703 1722 1913 240 1715
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.818E-03 n/a 1.507E-02 n/a n/a n/a
current norm 2.217E-03 4.533E-02 3.998E-05 1.960E-08 8.005E-01 7.377E-04
initial norm 2.515E-01 4.061E-01 2.653E-03 1.038E-07 1.552E+00 7.677E-04
------------ trans rot trans rot trans rot
nodal max 1.385E-04 2.069E-04 7.333E-08 1.119E-09 1.198E-03 1.528E-05
at node ID 1668 1703 1668 1720 1241 1720
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.491E-03 n/a 6.789E-04 n/a n/a n/a
current norm 3.750E-04 6.759E-03 1.801E-06 2.842E-08 3.926E-01 3.120E-04
initial norm 2.514E-01 4.094E-01 2.653E-03 1.038E-07 1.552E+00 7.677E-04
------------ trans rot trans rot trans rot
nodal max 2.592E-05 3.604E-05 8.091E-09 1.196E-10 4.941E-04 8.174E-06
at node ID 1714 1696 1753 1716 1735 1715
Equilibrium iterations summary step 34 t= 3.3022E-01 08/07/26 01:18:48
Number of iterations to converge = 3
Number of stiffness reformations = 0
Number of right hand side evaluations = 4
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.5919E-05 vs Tolerance = 7.2312E-05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 2.15443E-04 dt(new) = 3.41455E-04
------------------------------------------------------------
problem cycle = 850
time = 3.3022E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
850 t 3.3022E-01 dt 2.15E-04 write d3plot file 08/07/26 01:18:48
BEGIN implicit dynamics step 35 t= 3.3056E-01 08/07/26 01:18:48
============================================================
time = 3.30557E-01
current step size = 3.41455E-04
Iteration: 1 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.867E-02 n/a 6.598E-03 n/a n/a n/a
current norm 4.702E-03 2.708E-02 1.750E-05 2.291E-06 1.243E+00 9.265E-04
initial norm 2.518E-01 4.142E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.513E-04 1.517E-04 2.922E-07 2.208E-09 2.504E-03 3.041E-05
at node ID 1668 1666 1668 1715 1667 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.243E+00 exceeds prior maximum 7.182E-01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.687E-02 n/a 6.630E-03 n/a n/a n/a
current norm 4.250E-03 2.554E-02 1.759E-05 8.944E-08 1.047E+00 8.466E-04
initial norm 2.519E-01 4.160E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.413E-04 1.567E-04 3.760E-07 3.478E-09 2.073E-03 3.040E-05
at node ID 1700 1716 1721 1720 1667 1770
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.687E-02 n/a 7.048E-03 n/a n/a n/a
current norm 4.251E-03 2.602E-02 1.869E-05 1.582E-07 1.091E+00 9.360E-04
initial norm 2.519E-01 4.181E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.479E-04 1.661E-04 4.625E-07 4.108E-09 2.241E-03 3.314E-05
at node ID 1700 1716 1721 1720 1721 1770
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.704E-02 n/a 7.649E-03 n/a n/a n/a
current norm 4.294E-03 2.683E-02 2.029E-05 2.291E-07 1.166E+00 1.015E-03
initial norm 2.520E-01 4.190E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.589E-04 1.771E-04 5.663E-07 4.795E-09 2.450E-03 3.516E-05
at node ID 1718 1716 1721 1720 1721 1773
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.717E-02 n/a 7.990E-03 n/a n/a n/a
current norm 4.328E-03 2.732E-02 2.120E-05 2.612E-07 1.233E+00 1.079E-03
initial norm 2.520E-01 4.197E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.649E-04 1.827E-04 6.204E-07 5.134E-09 2.621E-03 3.682E-05
at node ID 1718 1716 1721 1720 1721 1770
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.728E-02 n/a 8.244E-03 n/a n/a n/a
current norm 4.354E-03 2.768E-02 2.187E-05 2.834E-07 1.314E+00 1.153E-03
initial norm 2.520E-01 4.204E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.691E-04 1.867E-04 6.593E-07 5.371E-09 2.859E-03 3.875E-05
at node ID 1718 1716 1721 1720 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.314E+00 exceeds prior maximum 1.243E+00
automatically REFORMING stiffness matrix...
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.758E-02 n/a 8.654E-03 n/a n/a n/a
current norm 4.432E-03 2.837E-02 2.296E-05 3.103E-07 1.132E+00 1.136E-03
initial norm 2.521E-01 4.229E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.735E-04 1.918E-04 6.203E-07 5.594E-09 2.571E-03 3.881E-05
at node ID 1718 1716 1714 1715 1721 1770
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.809E-02 n/a 9.737E-03 n/a n/a n/a
current norm 4.563E-03 2.994E-02 2.583E-05 3.973E-07 1.183E+00 1.239E-03
initial norm 2.522E-01 4.247E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 2.902E-04 2.070E-04 7.766E-07 6.634E-09 2.750E-03 4.145E-05
at node ID 1718 1716 1714 1720 1715 1773
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.855E-02 n/a 1.066E-02 n/a n/a n/a
current norm 4.678E-03 3.125E-02 2.828E-05 4.679E-07 1.277E+00 1.346E-03
initial norm 2.522E-01 4.260E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 3.028E-04 2.186E-04 9.042E-07 7.484E-09 3.173E-03 4.418E-05
at node ID 1718 1716 1714 1769 1715 1770
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.890E-02 n/a 1.138E-02 n/a n/a n/a
current norm 4.767E-03 3.224E-02 3.018E-05 5.205E-07 1.367E+00 1.432E-03
initial norm 2.522E-01 4.269E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 3.119E-04 2.270E-04 1.002E-06 8.512E-09 3.553E-03 4.647E-05
at node ID 1718 1716 1721 1769 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.367E+00 exceeds prior maximum 1.314E+00
automatically REFORMING stiffness matrix...
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.933E-02 n/a 1.207E-02 n/a n/a n/a
current norm 4.877E-03 3.326E-02 3.201E-05 5.647E-07 1.237E+00 1.517E-03
initial norm 2.523E-01 4.302E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 3.179E-04 2.339E-04 9.969E-07 8.567E-09 3.171E-03 4.784E-05
at node ID 1718 1716 1714 1720 1715 1770
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.033E-02 n/a 1.415E-02 n/a n/a n/a
current norm 5.132E-03 3.598E-02 3.753E-05 7.110E-07 1.309E+00 1.632E-03
initial norm 2.524E-01 4.318E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 3.459E-04 2.555E-04 1.272E-06 1.083E-08 3.507E-03 5.048E-05
at node ID 1714 1716 1714 1769 1715 1770
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.087E-02 n/a 1.531E-02 n/a n/a n/a
current norm 5.269E-03 3.742E-02 4.060E-05 7.925E-07 1.395E+00 1.729E-03
initial norm 2.524E-01 4.330E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 3.607E-04 2.664E-04 1.424E-06 1.253E-08 3.885E-03 5.284E-05
at node ID 1714 1716 1714 1769 1715 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.395E+00 exceeds prior maximum 1.367E+00
automatically REFORMING stiffness matrix...
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.141E-02 n/a 1.633E-02 n/a n/a n/a
current norm 5.407E-03 3.873E-02 4.333E-05 8.602E-07 1.342E+00 1.932E-03
initial norm 2.526E-01 4.372E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 3.771E-04 2.751E-04 1.472E-06 1.205E-08 3.703E-03 5.626E-05
at node ID 1714 1716 1714 1769 1715 1770
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.289E-02 n/a 1.971E-02 n/a n/a n/a
current norm 5.782E-03 4.257E-02 5.227E-05 1.092E-06 1.424E+00 2.044E-03
initial norm 2.526E-01 4.386E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 4.154E-04 3.030E-04 1.912E-06 1.710E-08 4.056E-03 5.868E-05
at node ID 1714 1716 1714 1769 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.424E+00 exceeds prior maximum 1.395E+00
automatically REFORMING stiffness matrix...
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.353E-02 n/a 2.112E-02 n/a n/a n/a
current norm 5.948E-03 4.416E-02 5.603E-05 1.188E-06 1.453E+00 2.364E-03
initial norm 2.528E-01 4.438E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 4.343E-04 3.134E-04 2.021E-06 1.699E-08 4.151E-03 6.422E-05
at node ID 1714 1716 1714 1769 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.453E+00 exceeds prior maximum 1.424E+00
automatically REFORMING stiffness matrix...
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.557E-02 n/a 2.619E-02 n/a n/a n/a
current norm 6.468E-03 4.930E-02 6.947E-05 1.534E-06 1.566E+00 2.798E-03
initial norm 2.530E-01 4.500E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 4.878E-04 3.482E-04 2.623E-06 2.252E-08 4.556E-03 7.172E-05
at node ID 1714 1716 1714 1769 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.566E+00 exceeds prior maximum 1.453E+00
automatically REFORMING stiffness matrix...
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.807E-02 n/a 3.300E-02 n/a n/a n/a
current norm 7.105E-03 5.550E-02 8.753E-05 2.003E-06 1.612E+00 3.148E-03
initial norm 2.531E-01 4.548E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 5.521E-04 3.890E-04 3.466E-06 3.045E-08 4.664E-03 7.739E-05
at node ID 1714 1716 1714 1769 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.612E+00 exceeds prior maximum 1.566E+00
automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.008E-02 n/a 3.899E-02 n/a n/a n/a
current norm 7.618E-03 6.047E-02 1.034E-04 2.420E-06 1.701E+00 3.570E-03
initial norm 2.533E-01 4.604E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 6.036E-04 4.212E-04 4.240E-06 3.780E-08 5.032E-03 8.426E-05
at node ID 1714 1716 1714 1769 1714 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.701E+00 exceeds prior maximum 1.612E+00
automatically REFORMING stiffness matrix...
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.238E-02 n/a 4.642E-02 n/a n/a n/a
current norm 8.209E-03 6.614E-02 1.231E-04 2.942E-06 1.833E+00 4.076E-03
initial norm 2.535E-01 4.668E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 6.627E-04 4.574E-04 5.240E-06 4.744E-08 5.538E-03 9.647E-05
at node ID 1714 1716 1714 1769 1714 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.833E+00 exceeds prior maximum 1.701E+00
automatically REFORMING stiffness matrix...
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.505E-02 n/a 5.573E-02 n/a n/a n/a
current norm 8.890E-03 7.264E-02 1.478E-04 3.604E-06 1.891E+00 4.464E-03
initial norm 2.536E-01 4.717E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 7.311E-04 4.985E-04 6.553E-06 6.023E-08 5.926E-03 1.072E-04
at node ID 1714 1716 1714 1769 1714 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.891E+00 exceeds prior maximum 1.833E+00
automatically REFORMING stiffness matrix...
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.709E-02 n/a 6.340E-02 n/a n/a n/a
current norm 9.412E-03 7.760E-02 1.682E-04 4.153E-06 1.973E+00 4.903E-03
initial norm 2.538E-01 4.770E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 7.838E-04 5.335E-04 7.681E-06 7.124E-08 6.368E-03 1.196E-04
at node ID 1714 1715 1714 1769 1714 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.973E+00 exceeds prior maximum 1.891E+00
automatically REFORMING stiffness matrix...
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.934E-02 n/a 7.243E-02 n/a n/a n/a
current norm 9.991E-03 8.308E-02 1.921E-04 4.807E-06 2.080E+00 5.399E-03
initial norm 2.540E-01 4.830E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 8.426E-04 5.731E-04 9.062E-06 8.480E-08 6.871E-03 1.339E-04
at node ID 1714 1715 1714 1769 1714 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.080E+00 exceeds prior maximum 1.973E+00
automatically REFORMING stiffness matrix...
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.184E-02 n/a 8.311E-02 n/a n/a n/a
current norm 1.063E-02 8.916E-02 2.205E-04 5.590E-06 2.213E+00 5.958E-03
initial norm 2.542E-01 4.897E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 9.084E-04 6.178E-04 1.077E-05 1.031E-07 7.442E-03 1.502E-04
at node ID 1714 1715 1714 1713 1714 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.213E+00 exceeds prior maximum 2.080E+00
automatically REFORMING stiffness matrix...
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.463E-02 n/a 9.585E-02 n/a n/a n/a
current norm 1.135E-02 9.592E-02 2.542E-04 6.534E-06 2.375E+00 6.590E-03
initial norm 2.544E-01 4.971E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 9.827E-04 6.718E-04 1.290E-05 1.262E-07 8.094E-03 1.691E-04
at node ID 1714 1713 1714 1713 1714 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.375E+00 exceeds prior maximum 2.213E+00
automatically REFORMING stiffness matrix...
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.774E-02 n/a 1.111E-01 n/a n/a n/a
current norm 1.216E-02 1.035E-01 2.948E-04 7.682E-06 2.571E+00 7.307E-03
initial norm 2.546E-01 5.054E-01 2.653E-03 2.291E-06 1.243E+00 9.138E-03
------------ trans rot trans rot trans rot
nodal max 1.067E-03 7.395E-04 1.558E-05 1.550E-07 8.841E-03 1.907E-04
at node ID 1714 1713 1714 1713 1714 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.571E+00 exceeds prior maximum 2.375E+00
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 3.41455E-04 dt(new) = 1.58489E-04
------------------------------------------------------------
Iterations summary for failed step 35 t= 3.3056E-01 08/07/26 01:18:53
Number of iterations = 26
Number of stiffness reformations = 16
Number of right hand side evaluations = 166
BEGIN implicit dynamics step 35 t= 3.3037E-01 08/07/26 01:18:53
============================================================
time = 3.30374E-01
current step size = 1.58489E-04
Iteration: 1 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.147E-02 n/a 5.905E-03 n/a n/a n/a
current norm 2.885E-03 1.798E-02 1.566E-05 3.168E-06 8.410E-01 5.304E-04
initial norm 2.516E-01 4.137E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.679E-04 1.071E-04 1.792E-07 1.333E-09 1.496E-03 2.166E-05
at node ID 1700 1702 1668 1715 1721 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.410E-01 exceeds prior maximum 5.701E-01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.754E-03 n/a 2.712E-03 n/a n/a n/a
current norm 1.448E-03 1.086E-02 7.194E-06 5.582E-08 5.980E-01 3.985E-04
initial norm 2.517E-01 4.174E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 9.349E-05 6.870E-05 1.120E-07 8.426E-10 1.223E-03 1.564E-05
at node ID 1718 1716 1714 1720 1721 1773
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.170E-02 n/a 9.319E-03 n/a n/a n/a
current norm 5.466E-03 4.680E-02 2.472E-05 3.584E-07 2.715E+00 2.428E-03
initial norm 2.519E-01 4.366E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.034E-04 2.993E-04 6.657E-07 1.070E-08 1.107E-02 8.390E-05
at node ID 1714 1716 1715 1723 1715 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.715E+00 exceeds prior maximum 8.410E-01
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.763E-03 n/a 2.241E-03 n/a n/a n/a
current norm 1.200E-03 9.359E-03 5.944E-06 7.781E-08 3.957E-01 1.016E-03
initial norm 2.519E-01 4.377E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 8.056E-05 6.611E-05 5.209E-08 1.005E-09 1.285E-03 2.730E-05
at node ID 626 1749 1250 1713 1714 1733
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.541E-02 n/a 1.073E-02 n/a n/a n/a
current norm 6.401E-03 5.682E-02 2.846E-05 6.512E-07 3.837E+00 3.525E-03
initial norm 2.519E-01 4.444E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.812E-04 4.342E-04 8.765E-07 2.611E-08 1.278E-02 1.133E-04
at node ID 1250 1749 692 1749 1715 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.837E+00 exceeds prior maximum 2.715E+00
automatically REFORMING stiffness matrix...
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.772E-03 n/a 3.128E-03 n/a n/a n/a
current norm 1.455E-03 1.215E-02 8.296E-06 2.223E-07 4.552E-01 8.016E-04
initial norm 2.520E-01 4.479E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.114E-04 9.539E-05 1.434E-07 1.836E-09 1.538E-03 2.808E-05
at node ID 1750 1752 1714 1749 1751 1731
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.735E-01 n/a 9.374E-02 n/a n/a n/a
current norm 4.375E-02 3.858E-01 2.487E-04 6.376E-06 4.551E+00 4.137E-03
initial norm 2.521E-01 4.541E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 3.578E-03 3.069E-03 3.952E-04 -1.611E-05 1.697E-02 1.517E-04
at node ID 1750 1752 1751 1752 1715 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.551E+00 exceeds prior maximum 3.837E+00
automatically REFORMING stiffness matrix...
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.761E-03 n/a 4.599E-03 n/a n/a n/a
current norm 1.453E-03 1.433E-02 1.220E-05 2.407E-07 5.812E-01 1.502E-03
initial norm 2.522E-01 4.589E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.277E-04 1.202E-04 2.457E-07 4.346E-09 2.203E-03 4.863E-05
at node ID 1750 1749 1750 1749 1751 1752
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.403E-03 n/a 5.341E-03 n/a n/a n/a
current norm 1.615E-03 1.614E-02 1.417E-05 4.765E-07 6.225E-01 1.524E-03
initial norm 2.522E-01 4.598E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.487E-04 1.376E-04 3.582E-07 6.100E-09 2.452E-03 4.978E-05
at node ID 1750 1749 1750 1749 1751 1752
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.531E-03 n/a 5.565E-03 n/a n/a n/a
current norm 1.647E-03 1.647E-02 1.476E-05 4.988E-07 6.718E-01 1.551E-03
initial norm 2.522E-01 4.607E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.523E-04 1.407E-04 3.809E-07 6.449E-09 2.758E-03 5.106E-05
at node ID 1750 1749 1750 1749 1751 1752
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.662E-03 n/a 5.803E-03 n/a n/a n/a
current norm 1.680E-03 1.681E-02 1.539E-05 5.230E-07 7.295E-01 1.585E-03
initial norm 2.522E-01 4.616E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.560E-04 1.440E-04 4.054E-07 6.822E-09 3.123E-03 5.271E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.797E-03 n/a 6.054E-03 n/a n/a n/a
current norm 1.715E-03 1.717E-02 1.606E-05 5.490E-07 7.718E-01 1.611E-03
initial norm 2.522E-01 4.622E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.598E-04 1.473E-04 4.318E-07 7.223E-09 3.394E-03 5.419E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.890E-03 n/a 6.230E-03 n/a n/a n/a
current norm 1.738E-03 1.741E-02 1.653E-05 5.676E-07 8.179E-01 1.641E-03
initial norm 2.522E-01 4.629E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.624E-04 1.496E-04 4.506E-07 7.508E-09 3.692E-03 5.576E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.985E-03 n/a 6.413E-03 n/a n/a n/a
current norm 1.762E-03 1.766E-02 1.701E-05 5.871E-07 8.677E-01 1.673E-03
initial norm 2.523E-01 4.636E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.650E-04 1.520E-04 4.704E-07 7.807E-09 4.017E-03 5.745E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.081E-03 n/a 6.602E-03 n/a n/a n/a
current norm 1.786E-03 1.791E-02 1.751E-05 6.076E-07 9.212E-01 1.709E-03
initial norm 2.523E-01 4.642E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.677E-04 1.544E-04 4.912E-07 8.121E-09 4.369E-03 5.923E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 16 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.179E-03 n/a 6.799E-03 n/a n/a n/a
current norm 1.811E-03 1.817E-02 1.804E-05 6.292E-07 9.784E-01 1.747E-03
initial norm 2.523E-01 4.649E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.705E-04 1.569E-04 5.131E-07 8.470E-09 4.747E-03 6.113E-05
at node ID 1750 1749 1750 1752 1751 1734
Iteration: 17 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.279E-03 n/a 7.004E-03 n/a n/a n/a
current norm 1.836E-03 1.843E-02 1.858E-05 6.518E-07 1.039E+00 1.789E-03
initial norm 2.523E-01 4.657E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.733E-04 1.594E-04 5.362E-07 8.844E-09 5.153E-03 6.314E-05
at node ID 1750 1749 1750 1752 1751 1734
Iteration: 18 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.381E-03 n/a 7.217E-03 n/a n/a n/a
current norm 1.862E-03 1.870E-02 1.914E-05 6.757E-07 1.104E+00 1.834E-03
initial norm 2.523E-01 4.664E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.762E-04 1.620E-04 5.604E-07 9.237E-09 5.587E-03 6.526E-05
at node ID 1750 1749 1750 1752 1751 1734
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.643E-03 n/a 7.662E-03 n/a n/a n/a
current norm 1.929E-03 1.944E-02 2.032E-05 7.222E-07 8.567E-01 1.962E-03
initial norm 2.524E-01 4.746E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.870E-04 1.698E-04 5.488E-07 9.322E-09 4.144E-03 6.934E-05
at node ID 1750 1749 1750 1749 1751 1752
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.900E-03 n/a 1.056E-02 n/a n/a n/a
current norm 2.247E-03 2.276E-02 2.801E-05 9.424E-07 9.129E-01 2.012E-03
initial norm 2.524E-01 4.756E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.225E-04 2.024E-04 8.837E-07 1.440E-08 4.551E-03 7.186E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.051E-03 n/a 1.095E-02 n/a n/a n/a
current norm 2.285E-03 2.317E-02 2.904E-05 9.831E-07 9.768E-01 2.067E-03
initial norm 2.525E-01 4.767E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.269E-04 2.065E-04 9.329E-07 1.511E-08 5.019E-03 7.481E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.206E-03 n/a 1.135E-02 n/a n/a n/a
current norm 2.324E-03 2.358E-02 3.011E-05 1.027E-06 1.049E+00 2.125E-03
initial norm 2.525E-01 4.777E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.314E-04 2.106E-04 9.853E-07 1.588E-08 5.550E-03 7.800E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.365E-03 n/a 1.178E-02 n/a n/a n/a
current norm 2.365E-03 2.401E-02 3.125E-05 1.073E-06 1.128E+00 2.189E-03
initial norm 2.525E-01 4.788E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.361E-04 2.148E-04 1.041E-06 1.669E-08 6.146E-03 8.143E-05
at node ID 1750 1749 1750 1749 1751 1734
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.528E-03 n/a 1.223E-02 n/a n/a n/a
current norm 2.406E-03 2.445E-02 3.243E-05 1.122E-06 1.216E+00 2.257E-03
initial norm 2.525E-01 4.799E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.410E-04 2.192E-04 1.101E-06 1.759E-08 6.807E-03 8.511E-05
at node ID 1750 1749 1750 1752 1751 1734
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.695E-03 n/a 1.270E-02 n/a n/a n/a
current norm 2.448E-03 2.490E-02 3.368E-05 1.175E-06 1.313E+00 2.330E-03
initial norm 2.525E-01 4.811E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.460E-04 2.237E-04 1.168E-06 1.858E-08 7.535E-03 8.906E-05
at node ID 1750 1749 1751 1752 1751 1734
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.866E-03 n/a 1.319E-02 n/a n/a n/a
current norm 2.492E-03 2.537E-02 3.499E-05 1.231E-06 1.417E+00 2.409E-03
initial norm 2.525E-01 4.822E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.511E-04 2.283E-04 1.247E-06 1.962E-08 8.331E-03 9.328E-05
at node ID 1750 1749 1751 1752 1751 1734
Iteration: 27 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.004E-02 n/a 1.371E-02 n/a n/a n/a
current norm 2.536E-03 2.585E-02 3.636E-05 1.291E-06 1.531E+00 2.493E-03
initial norm 2.526E-01 4.835E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.564E-04 2.331E-04 1.331E-06 2.074E-08 9.196E-03 9.778E-05
at node ID 1750 1749 1751 1752 1751 1734
Iteration: 28 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.022E-02 n/a 1.425E-02 n/a n/a n/a
current norm 2.582E-03 2.634E-02 3.780E-05 1.354E-06 1.653E+00 2.584E-03
initial norm 2.526E-01 4.847E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.618E-04 2.380E-04 1.422E-06 2.194E-08 1.013E-02 1.026E-04
at node ID 1750 1749 1751 1752 1751 1734
Iteration: 29 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.040E-02 n/a 1.482E-02 n/a n/a n/a
current norm 2.628E-03 2.684E-02 3.932E-05 1.422E-06 1.784E+00 2.680E-03
initial norm 2.526E-01 4.860E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.674E-04 2.430E-04 1.520E-06 2.338E-08 1.114E-02 1.077E-04
at node ID 1750 1749 1751 1769 1751 1734
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 30 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.097E-02 n/a 1.622E-02 n/a n/a n/a
current norm 2.775E-03 2.850E-02 4.301E-05 1.570E-06 1.474E+00 3.124E-03
initial norm 2.528E-01 5.006E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.915E-04 2.666E-04 1.471E-06 2.551E-08 9.088E-03 1.294E-04
at node ID 1750 1769 1750 1752 1751 1734
Iteration: 31 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.344E-02 n/a 2.496E-02 n/a n/a n/a
current norm 3.399E-03 3.529E-02 6.621E-05 2.403E-06 1.566E+00 3.201E-03
initial norm 2.529E-01 5.018E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 3.674E-04 3.430E-04 2.922E-06 4.639E-08 9.862E-03 1.343E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 32 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.365E-02 n/a 2.582E-02 n/a n/a n/a
current norm 3.453E-03 3.589E-02 6.850E-05 2.502E-06 1.666E+00 3.282E-03
initial norm 2.529E-01 5.031E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 3.742E-04 3.499E-04 3.095E-06 4.859E-08 1.072E-02 1.396E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 33 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.387E-02 n/a 2.673E-02 n/a n/a n/a
current norm 3.508E-03 3.649E-02 7.090E-05 2.607E-06 1.777E+00 3.369E-03
initial norm 2.529E-01 5.044E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 3.812E-04 3.570E-04 3.280E-06 5.090E-08 1.166E-02 1.452E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 34 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.409E-02 n/a 2.767E-02 n/a n/a n/a
current norm 3.564E-03 3.712E-02 7.340E-05 2.718E-06 1.897E+00 3.462E-03
initial norm 2.529E-01 5.057E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 3.884E-04 3.642E-04 3.476E-06 5.334E-08 1.270E-02 1.511E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 35 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.432E-02 n/a 2.866E-02 n/a n/a n/a
current norm 3.622E-03 3.775E-02 7.602E-05 2.836E-06 2.026E+00 3.560E-03
initial norm 2.529E-01 5.071E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 3.958E-04 3.717E-04 3.685E-06 5.590E-08 1.382E-02 1.575E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 36 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.455E-02 n/a 2.969E-02 n/a n/a n/a
current norm 3.680E-03 3.841E-02 7.876E-05 2.960E-06 2.166E+00 3.664E-03
initial norm 2.530E-01 5.085E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.033E-04 3.794E-04 3.906E-06 5.861E-08 1.504E-02 1.642E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 37 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.478E-02 n/a 3.077E-02 n/a n/a n/a
current norm 3.741E-03 3.908E-02 8.162E-05 3.092E-06 2.316E+00 3.774E-03
initial norm 2.530E-01 5.099E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.111E-04 3.874E-04 4.142E-06 6.145E-08 1.635E-02 1.713E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 38 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.503E-02 n/a 3.190E-02 n/a n/a n/a
current norm 3.802E-03 3.976E-02 8.462E-05 3.231E-06 2.477E+00 3.891E-03
initial norm 2.530E-01 5.114E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.191E-04 3.955E-04 4.393E-06 6.538E-08 1.776E-02 1.788E-04
at node ID 1750 1769 1751 1769 1751 1734
Iteration: 39 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.527E-02 n/a 3.308E-02 n/a n/a n/a
current norm 3.864E-03 4.046E-02 8.775E-05 3.378E-06 2.649E+00 4.015E-03
initial norm 2.530E-01 5.129E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.272E-04 4.039E-04 4.661E-06 6.986E-08 1.927E-02 1.867E-04
at node ID 1750 1769 1751 1769 1751 1734
Iteration: 40 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.552E-02 n/a 3.432E-02 n/a n/a n/a
current norm 3.928E-03 4.118E-02 9.104E-05 3.534E-06 2.832E+00 4.147E-03
initial norm 2.531E-01 5.144E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.356E-04 4.126E-04 4.945E-06 7.463E-08 2.089E-02 1.951E-04
at node ID 1750 1769 1751 1769 1751 1734
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 41 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.669E-02 n/a 3.846E-02 n/a n/a n/a
current norm 4.226E-03 4.465E-02 1.020E-04 3.979E-06 2.418E+00 4.373E-03
initial norm 2.532E-01 5.231E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.869E-04 4.666E-04 4.681E-06 8.507E-08 1.729E-02 2.071E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 42 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.841E-02 n/a 4.744E-02 n/a n/a n/a
current norm 4.664E-03 4.956E-02 1.258E-04 4.792E-06 2.575E+00 4.731E-03
initial norm 2.533E-01 5.296E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 5.445E-04 5.253E-04 6.726E-06 1.129E-07 1.894E-02 2.304E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 43 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.976E-02 n/a 5.525E-02 n/a n/a n/a
current norm 5.007E-03 5.344E-02 1.466E-04 5.641E-06 2.742E+00 4.936E-03
initial norm 2.534E-01 5.328E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 5.909E-04 5.726E-04 8.673E-06 1.362E-07 2.062E-02 2.447E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 44 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.042E-02 n/a 5.936E-02 n/a n/a n/a
current norm 5.176E-03 5.536E-02 1.574E-04 6.112E-06 2.970E+00 5.168E-03
initial norm 2.534E-01 5.362E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 6.139E-04 5.962E-04 9.751E-06 1.481E-07 2.291E-02 2.614E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 45 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.112E-02 n/a 6.385E-02 n/a n/a n/a
current norm 5.352E-03 5.737E-02 1.694E-04 6.642E-06 3.156E+00 5.340E-03
initial norm 2.535E-01 5.385E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 6.383E-04 6.212E-04 1.097E-05 1.609E-07 2.478E-02 2.740E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 46 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.160E-02 n/a 6.711E-02 n/a n/a n/a
current norm 5.475E-03 5.878E-02 1.780E-04 7.032E-06 3.371E+00 5.527E-03
initial norm 2.535E-01 5.409E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 6.554E-04 6.388E-04 1.188E-05 1.703E-07 2.695E-02 2.878E-04
at node ID 1750 1769 1751 1751 1751 1734
Iteration: 47 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.209E-02 n/a 7.058E-02 n/a n/a n/a
current norm 5.602E-03 6.024E-02 1.872E-04 7.453E-06 3.617E+00 5.728E-03
initial norm 2.536E-01 5.434E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 6.731E-04 6.570E-04 1.287E-05 1.818E-07 2.944E-02 3.029E-04
at node ID 1750 1769 1751 1751 1751 1734
Iteration: 48 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.260E-02 n/a 7.427E-02 n/a n/a n/a
current norm 5.732E-03 6.174E-02 1.970E-04 7.906E-06 3.894E+00 5.945E-03
initial norm 2.536E-01 5.459E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 6.914E-04 6.759E-04 1.394E-05 1.939E-07 3.225E-02 3.193E-04
at node ID 1750 1769 1751 1751 1751 1734
Iteration: 49 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.313E-02 n/a 7.819E-02 n/a n/a n/a
current norm 5.866E-03 6.329E-02 2.074E-04 8.393E-06 4.205E+00 6.179E-03
initial norm 2.536E-01 5.485E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 7.103E-04 6.955E-04 1.510E-05 2.069E-07 3.540E-02 3.372E-04
at node ID 1750 1769 1751 1751 1751 1734
Iteration: 50 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.366E-02 n/a 8.237E-02 n/a n/a n/a
current norm 6.004E-03 6.489E-02 2.185E-04 8.916E-06 4.549E+00 6.432E-03
initial norm 2.537E-01 5.513E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 7.299E-04 7.157E-04 1.636E-05 2.206E-07 3.891E-02 3.565E-04
at node ID 1750 1769 1751 1751 1751 1734
Iteration: 51 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.422E-02 n/a 8.682E-02 n/a n/a n/a
current norm 6.145E-03 6.654E-02 2.303E-04 9.476E-06 4.930E+00 6.704E-03
initial norm 2.537E-01 5.541E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 7.501E-04 7.367E-04 1.772E-05 2.382E-07 4.280E-02 3.773E-04
at node ID 1750 1769 1751 1769 1751 1734
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.930E+00 exceeds prior maximum 4.551E+00
automatically REFORMING stiffness matrix...
Iteration: 52 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.707E-02 n/a 1.032E-01 n/a n/a n/a
current norm 6.877E-03 7.518E-02 2.736E-04 1.126E-05 4.406E+00 7.474E-03
initial norm 2.540E-01 5.704E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 8.786E-04 8.678E-04 1.876E-05 3.298E-07 3.791E-02 4.238E-04
at node ID 1750 1769 1751 1752 1751 1734
Iteration: 53 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.133E-02 n/a 1.410E-01 n/a n/a n/a
current norm 7.961E-03 8.784E-02 3.740E-04 1.518E-05 4.673E+00 7.903E-03
initial norm 2.541E-01 5.762E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.036E-03 1.030E-03 3.112E-05 4.594E-07 4.100E-02 4.562E-04
at node ID 1750 1769 1751 1751 1751 1734
Iteration: 54 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.288E-02 n/a 1.566E-01 n/a n/a n/a
current norm 8.357E-03 9.250E-02 4.153E-04 1.698E-05 4.954E+00 8.233E-03
initial norm 2.542E-01 5.803E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.095E-03 1.090E-03 3.662E-05 5.087E-07 4.420E-02 4.824E-04
at node ID 1750 1769 1751 1751 1751 1734
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.954E+00 exceeds prior maximum 4.930E+00
automatically REFORMING stiffness matrix...
Iteration: 55 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.592E-02 n/a 1.815E-01 n/a n/a n/a
current norm 9.146E-03 1.019E-01 4.813E-04 1.963E-05 5.146E+00 9.910E-03
initial norm 2.546E-01 6.035E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.234E-03 1.227E-03 4.117E-05 6.524E-07 4.707E-02 5.950E-04
at node ID 1750 1769 1751 1751 1751 1734
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.146E+00 exceeds prior maximum 4.954E+00
automatically REFORMING stiffness matrix...
Iteration: 56 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.534E-02 n/a 2.872E-01 n/a n/a n/a
current norm 1.156E-02 1.305E-01 7.619E-04 3.058E-05 5.420E+00 1.161E-02
initial norm 2.550E-01 6.239E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 1.625E-03 1.617E-03 7.704E-05 1.080E-06 5.065E-02 7.101E-04
at node ID 1750 1769 1751 1751 1751 1734
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.420E+00 exceeds prior maximum 5.146E+00
automatically REFORMING stiffness matrix...
Iteration: 57 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.496E-02 n/a 4.183E-01 n/a n/a n/a
current norm 1.403E-02 1.599E-01 1.110E-03 4.392E-05 5.641E+00 1.318E-02
initial norm 2.553E-01 6.409E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.035E-03 2.019E-03 1.274E-04 1.464E-06 5.350E-02 8.145E-04
at node ID 1750 1769 1751 1751 1751 1734
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.641E+00 exceeds prior maximum 5.420E+00
automatically REFORMING stiffness matrix...
Iteration: 58 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.399E-02 n/a 5.620E-01 n/a n/a n/a
current norm 1.636E-02 1.877E-01 1.491E-03 5.837E-05 6.117E+00 1.524E-02
initial norm 2.557E-01 6.611E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.428E-03 2.398E-03 1.874E-04 -1.684E-06 5.955E-02 9.555E-04
at node ID 1750 1769 1751 1768 1751 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.117E+00 exceeds prior maximum 5.641E+00
automatically REFORMING stiffness matrix...
Iteration: 59 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.603E-02 n/a 7.829E-01 n/a n/a n/a
current norm 1.947E-02 2.245E-01 2.077E-03 8.032E-05 6.428E+00 1.705E-02
initial norm 2.560E-01 6.775E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 2.959E-03 2.900E-03 2.850E-04 -3.841E-06 6.355E-02 1.085E-03
at node ID 1750 1769 1751 1768 1751 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.428E+00 exceeds prior maximum 6.117E+00
automatically REFORMING stiffness matrix...
Iteration: 60 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.677E-02 n/a 1.008E+00 n/a n/a n/a
current norm 2.225E-02 2.573E-01 2.675E-03 1.026E-04 6.920E+00 1.929E-02
initial norm 2.564E-01 6.965E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 3.439E-03 3.347E-03 3.873E-04 -7.131E-06 6.988E-02 1.245E-03
at node ID 1750 1769 1751 1768 1751 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.920E+00 exceeds prior maximum 6.428E+00
automatically REFORMING stiffness matrix...
Iteration: 61 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.004E-01 n/a 1.330E+00 n/a n/a n/a
current norm 2.577E-02 2.985E-01 3.528E-03 1.338E-04 7.223E+00 2.118E-02
initial norm 2.567E-01 7.114E-01 2.653E-03 3.168E-06 8.410E-01 1.371E-02
------------ trans rot trans rot trans rot
nodal max 4.051E-03 3.905E-03 5.314E-04 -1.380E-05 7.382E-02 1.378E-03
at node ID 1750 1769 1751 1768 1751 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.223E+00 exceeds prior maximum 6.920E+00
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.58489E-04 dt(new) = 7.35642E-05
------------------------------------------------------------
Iterations summary for failed step 35 t= 3.3037E-01 08/07/26 01:19:04
Number of iterations = 61
Number of stiffness reformations = 16
Number of right hand side evaluations = 519
BEGIN implicit dynamics step 35 t= 3.3029E-01 08/07/26 01:19:04
============================================================
time = 3.30289E-01
current step size = 7.35642E-05
Iteration: 1 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.760E-03 n/a 5.368E-03 n/a n/a n/a
current norm 1.449E-03 1.195E-02 1.424E-05 5.506E-06 8.456E-01 2.618E-04
initial norm 2.515E-01 4.144E-01 2.653E-03 5.506E-06 8.456E-01 2.356E-02
------------ trans rot trans rot trans rot
nodal max 8.829E-05 6.584E-05 9.554E-08 5.327E-10 1.195E-03 1.181E-05
at node ID 1700 1702 1721 1715 1721 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.456E-01 exceeds prior maximum 5.825E-01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.258E-03 n/a 1.490E-03 n/a n/a n/a
current norm 3.165E-04 6.097E-03 3.951E-06 1.277E-08 5.923E-01 1.574E-04
initial norm 2.515E-01 4.180E-01 2.653E-03 5.506E-06 8.456E-01 2.356E-02
------------ trans rot trans rot trans rot
nodal max 2.634E-05 3.473E-05 2.252E-08 9.722E-11 8.550E-04 7.300E-06
at node ID 1714 1696 1714 1011 1714 981
Equilibrium iterations summary step 35 t= 3.3029E-01 08/07/26 01:19:05
Number of iterations to converge = 2
Number of stiffness reformations = 1
Number of right hand side evaluations = 4
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.6343E-05 vs Tolerance = 7.2312E-05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 7.35642E-05 dt(new) = 1.16591E-04
------------------------------------------------------------
problem cycle = 1540
time = 3.3029E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 36 t= 3.3041E-01 08/07/26 01:19:05
============================================================
time = 3.30406E-01
current step size = 1.16591E-04
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.387E-02 n/a 1.294E-02 n/a n/a n/a
current norm 3.491E-03 2.156E-02 3.434E-05 3.656E-06 8.634E-01 7.797E-04
initial norm 2.517E-01 4.197E-01 2.653E-03 3.656E-06 8.634E-01 1.549E-02
------------ trans rot trans rot trans rot
nodal max 2.166E-04 1.461E-04 2.192E-07 2.325E-09 2.015E-03 3.357E-05
at node ID 1718 1716 1721 1773 1715 1773
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.634E-01 exceeds prior maximum 6.771E-01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.306E-03 n/a 2.932E-03 n/a n/a n/a
current norm 1.336E-03 1.018E-02 7.776E-06 9.231E-08 4.201E-01 5.004E-04
initial norm 2.518E-01 4.207E-01 2.653E-03 3.656E-06 8.634E-01 1.549E-02
------------ trans rot trans rot trans rot
nodal max 9.682E-05 7.322E-05 9.838E-08 1.058E-09 1.056E-03 1.871E-05
at node ID 1718 1716 1714 1720 1714 1770
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.072E-02 n/a 4.678E-03 n/a n/a n/a
current norm 2.699E-03 2.413E-02 1.241E-05 2.822E-07 9.626E-01 9.204E-04
initial norm 2.519E-01 4.241E-01 2.653E-03 3.656E-06 8.634E-01 1.549E-02
------------ trans rot trans rot trans rot
nodal max 2.141E-04 1.667E-04 1.939E-07 3.456E-09 3.625E-03 3.140E-05
at node ID 1714 1752 1721 1734 1751 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.626E-01 exceeds prior maximum 8.634E-01
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.242E-03 n/a 8.117E-04 n/a n/a n/a
current norm 5.646E-04 4.675E-03 2.153E-06 1.126E-08 2.312E-01 4.547E-04
initial norm 2.519E-01 4.247E-01 2.653E-03 3.656E-06 8.634E-01 1.549E-02
------------ trans rot trans rot trans rot
nodal max 3.489E-05 3.934E-05 1.495E-08 3.249E-10 8.387E-04 1.740E-05
at node ID 1250 1696 1250 1758 1732 1731
Equilibrium iterations summary step 36 t= 3.3041E-01 08/07/26 01:19:06
Number of iterations to converge = 4
Number of stiffness reformations = 2
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 3.4886E-05 vs Tolerance = 7.2312E-05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.16591E-04 dt(new) = 1.84785E-04
------------------------------------------------------------
problem cycle = 1548
time = 3.3041E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
1548 t 3.3041E-01 dt 1.17E-04 write d3plot file 08/07/26 01:19:06
BEGIN implicit dynamics step 37 t= 3.3059E-01 08/07/26 01:19:06
============================================================
time = 3.30590E-01
current step size = 1.84785E-04
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.985E-02 n/a 1.008E-01 n/a n/a n/a
current norm 1.258E-02 8.718E-02 2.674E-04 3.863E-05 3.784E+00 8.687E-03
initial norm 2.524E-01 4.373E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 8.362E-04 6.286E-04 5.606E-06 5.229E-08 1.314E-02 2.078E-04
at node ID 1718 1716 1715 1769 1715 1769
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.784E+00 exceeds prior maximum 9.366E-01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.248E-02 n/a 9.151E-02 n/a n/a n/a
current norm 1.073E-02 8.031E-02 2.427E-04 1.789E-05 3.731E+00 6.745E-03
initial norm 2.527E-01 4.465E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 7.811E-04 5.741E-04 5.741E-06 6.380E-08 1.301E-02 1.833E-04
at node ID 1714 1716 1714 1769 1715 1769
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.372E+00 n/a 3.153E+00 n/a n/a n/a
current norm 3.497E-01 2.761E+00 8.362E-03 4.743E-04 3.706E+01 2.480E-02
initial norm 2.549E-01 5.167E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.664E-02 1.929E-02 -1.390E-01 -2.750E-02 1.450E-01 1.101E-03
at node ID 1714 1716 1717 1716 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.706E+01 exceeds prior maximum 3.784E+00
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.893E-02 n/a 1.730E-01 n/a n/a n/a
current norm 9.981E-03 9.310E-02 4.588E-04 8.453E-06 1.173E+01 1.591E-02
initial norm 2.564E-01 5.751E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 9.253E-04 7.284E-04 1.388E-05 2.720E-07 4.864E-02 5.730E-04
at node ID 1714 1767 1714 1713 1751 1698
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.594E-02 n/a 2.095E-01 n/a n/a n/a
current norm 1.178E-02 1.147E-01 5.557E-04 3.395E-05 1.277E+01 1.646E-02
initial norm 2.565E-01 5.802E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.120E-03 9.541E-04 2.685E-05 6.069E-07 5.373E-02 6.027E-04
at node ID 1714 1767 1714 1769 1751 1698
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.649E-02 n/a 2.177E-01 n/a n/a n/a
current norm 1.193E-02 1.165E-01 5.773E-04 3.526E-05 1.391E+01 1.706E-02
initial norm 2.566E-01 5.855E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.137E-03 9.748E-04 2.822E-05 6.465E-07 5.929E-02 6.343E-04
at node ID 1714 1769 1714 1769 1751 1698
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.703E-02 n/a 2.262E-01 n/a n/a n/a
current norm 1.207E-02 1.182E-01 5.999E-04 3.661E-05 1.513E+01 1.771E-02
initial norm 2.567E-01 5.909E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.155E-03 9.969E-04 2.963E-05 6.881E-07 6.532E-02 6.679E-04
at node ID 1714 1769 1714 1769 1751 1698
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.755E-02 n/a 2.350E-01 n/a n/a n/a
current norm 1.221E-02 1.200E-01 6.234E-04 3.800E-05 1.645E+01 1.841E-02
initial norm 2.569E-01 5.964E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.172E-03 1.019E-03 3.108E-05 7.317E-07 7.183E-02 7.033E-04
at node ID 1714 1769 1714 1769 1751 1698
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.805E-02 n/a 2.443E-01 n/a n/a n/a
current norm 1.235E-02 1.217E-01 6.479E-04 3.944E-05 1.785E+01 1.915E-02
initial norm 2.570E-01 6.021E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.189E-03 1.042E-03 3.258E-05 7.775E-07 7.881E-02 7.406E-04
at node ID 1714 1769 1714 1769 1751 1698
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.852E-02 n/a 2.539E-01 n/a n/a n/a
current norm 1.248E-02 1.235E-01 6.734E-04 4.092E-05 1.933E+01 1.995E-02
initial norm 2.572E-01 6.079E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.205E-03 1.065E-03 3.411E-05 8.255E-07 8.625E-02 7.796E-04
at node ID 1714 1769 1714 1769 1751 1698
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.898E-02 n/a 2.639E-01 n/a n/a n/a
current norm 1.260E-02 1.251E-01 7.000E-04 4.244E-05 2.090E+01 2.079E-02
initial norm 2.573E-01 6.139E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.221E-03 1.088E-03 3.567E-05 8.758E-07 9.414E-02 8.204E-04
at node ID 1714 1769 1714 1769 1751 1698
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.940E-02 n/a 2.743E-01 n/a n/a n/a
current norm 1.272E-02 1.268E-01 7.276E-04 4.402E-05 2.255E+01 2.169E-02
initial norm 2.575E-01 6.199E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.237E-03 1.112E-03 3.763E-05 9.285E-07 1.025E-01 8.627E-04
at node ID 1714 1769 1751 1769 1751 1698
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.980E-02 n/a 2.852E-01 n/a n/a n/a
current norm 1.283E-02 1.284E-01 7.564E-04 4.566E-05 2.428E+01 2.264E-02
initial norm 2.576E-01 6.261E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.252E-03 1.135E-03 3.976E-05 9.837E-07 1.113E-01 9.066E-04
at node ID 1714 1769 1751 1769 1751 1698
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.017E-02 n/a 2.964E-01 n/a n/a n/a
current norm 1.293E-02 1.300E-01 7.863E-04 4.735E-05 2.609E+01 2.364E-02
initial norm 2.578E-01 6.325E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.266E-03 1.159E-03 4.193E-05 1.042E-06 1.205E-01 9.518E-04
at node ID 1714 1769 1751 1769 1751 1698
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.610E-02 n/a 4.350E-01 n/a n/a n/a
current norm 1.711E-02 1.713E-01 1.154E-03 6.815E-05 2.167E+01 2.434E-02
initial norm 2.589E-01 6.759E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.808E-03 1.673E-03 6.601E-05 1.375E-06 1.029E-01 9.576E-04
at node ID 1714 1769 1714 1713 1751 1698
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.498E-02 n/a 5.897E-01 n/a n/a n/a
current norm 1.946E-02 1.984E-01 1.564E-03 8.428E-05 2.336E+01 2.644E-02
initial norm 2.595E-01 6.990E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.094E-03 2.003E-03 9.644E-05 1.713E-06 1.162E-01 1.046E-03
at node ID 1750 1769 1714 1769 1751 1698
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.990E-02 n/a 6.924E-01 n/a n/a n/a
current norm 2.076E-02 2.135E-01 1.837E-03 9.773E-05 2.479E+01 2.765E-02
initial norm 2.598E-01 7.102E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.261E-03 2.193E-03 1.174E-04 1.767E-06 1.263E-01 1.102E-03
at node ID 1750 1769 1751 1769 1751 1698
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.212E-02 n/a 7.457E-01 n/a n/a n/a
current norm 2.137E-02 2.206E-01 1.978E-03 1.047E-04 2.664E+01 2.903E-02
initial norm 2.602E-01 7.218E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.340E-03 2.284E-03 1.321E-04 1.922E-06 1.391E-01 1.166E-03
at node ID 1750 1769 1751 1697 1751 1698
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.431E-02 n/a 8.033E-01 n/a n/a n/a
current norm 2.196E-02 2.278E-01 2.131E-03 1.120E-04 2.893E+01 3.058E-02
initial norm 2.605E-01 7.339E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.418E-03 2.377E-03 1.479E-04 2.091E-06 1.546E-01 1.240E-03
at node ID 1750 1769 1751 1697 1751 1698
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.644E-02 n/a 8.650E-01 n/a n/a n/a
current norm 2.254E-02 2.350E-01 2.295E-03 1.194E-04 3.069E+01 3.172E-02
initial norm 2.607E-01 7.423E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.496E-03 2.472E-03 1.646E-04 2.266E-06 1.666E-01 1.295E-03
at node ID 1750 1769 1751 1697 1751 1698
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.779E-02 n/a 9.088E-01 n/a n/a n/a
current norm 2.291E-02 2.398E-01 2.411E-03 1.245E-04 3.265E+01 3.294E-02
initial norm 2.610E-01 7.509E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.546E-03 2.535E-03 1.761E-04 2.387E-06 1.798E-01 1.354E-03
at node ID 1750 1769 1751 1697 1751 1698
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.907E-02 n/a 9.543E-01 n/a n/a n/a
current norm 2.327E-02 2.444E-01 2.531E-03 1.295E-04 3.480E+01 3.424E-02
initial norm 2.612E-01 7.598E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.595E-03 2.598E-03 1.879E-04 2.510E-06 1.942E-01 1.417E-03
at node ID 1750 1769 1751 1697 1751 1698
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.027E-02 n/a 1.002E+00 n/a n/a n/a
current norm 2.360E-02 2.490E-01 2.657E-03 1.345E-04 3.715E+01 3.563E-02
initial norm 2.615E-01 7.688E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.641E-03 2.660E-03 1.996E-04 2.637E-06 2.100E-01 1.484E-03
at node ID 1750 1769 1751 1697 1751 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.715E+01 exceeds prior maximum 3.706E+01
automatically REFORMING stiffness matrix...
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.219E-01 n/a 1.515E+00 n/a n/a n/a
current norm 3.221E-02 3.353E-01 4.020E-03 1.943E-04 3.868E+01 4.439E-02
initial norm 2.643E-01 8.629E-01 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 3.855E-03 3.817E-03 2.879E-04 -6.553E-06 2.351E-01 1.726E-03
at node ID 1750 1769 1751 1768 1751 1698
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.868E+01 exceeds prior maximum 3.715E+01
automatically REFORMING stiffness matrix...
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.681E-01 n/a 3.132E+00 n/a n/a n/a
current norm 4.723E-02 4.974E-01 8.308E-03 3.725E-04 2.465E+02 1.769E-01
initial norm 2.809E-01 1.312E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 6.040E-03 6.029E-03 7.487E-04 -3.839E-05 1.963E+00 9.531E-03
at node ID 1750 1769 1751 1768 1751 1767
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.465E+02 exceeds prior maximum 3.868E+01
automatically REFORMING stiffness matrix...
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.881E-01 n/a 2.737E+01 n/a n/a n/a
current norm 1.223E-01 1.225E+00 7.260E-02 5.345E-03 5.722E+02 6.137E-01
initial norm 3.152E-01 1.961E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.661E-02 1.363E-02 -1.821E-02 -2.310E-03 4.479E+00 3.814E-02
at node ID 1750 1864 1768 1769 1751 1786
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.722E+02 exceeds prior maximum 2.465E+02
automatically REFORMING stiffness matrix...
Iteration: 27 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.265E-01 n/a 7.318E+01 n/a n/a n/a
current norm 1.543E-01 1.611E+00 1.941E-01 2.812E-02 9.005E+02 1.270E+00
initial norm 3.619E-01 2.583E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.508E-02 1.766E-02 -2.506E-02 -4.053E-03 6.813E+00 7.919E-02
at node ID 1749 1766 1753 329 1753 1769
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.005E+02 exceeds prior maximum 5.722E+02
automatically REFORMING stiffness matrix...
Iteration: 28 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.231E-01 n/a 1.243E+02 n/a n/a n/a
current norm 1.751E-01 1.942E+00 3.297E-01 5.748E-02 1.244E+03 2.403E+00
initial norm 4.138E-01 3.212E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.698E-02 2.251E-02 -2.448E-02 -8.504E-03 9.362E+00 1.484E-01
at node ID 503 1879 183 1879 1878 1767
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.244E+03 exceeds prior maximum 9.005E+02
automatically REFORMING stiffness matrix...
Iteration: 29 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.587E-01 n/a 1.467E+02 n/a n/a n/a
current norm 1.699E-01 1.833E+00 3.892E-01 6.839E-02 1.554E+03 4.202E+00
initial norm 4.736E-01 3.911E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.633E-02 1.464E-02 -1.421E-02 -3.697E-03 8.050E+00 2.812E-01
at node ID 1634 1887 1866 242 183 1767
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.554E+03 exceeds prior maximum 1.244E+03
automatically REFORMING stiffness matrix...
Iteration: 30 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.498E-01 n/a 1.565E+02 n/a n/a n/a
current norm 1.856E-01 1.857E+00 4.150E-01 7.363E-02 1.619E+03 5.248E+00
initial norm 5.305E-01 4.504E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.082E-02 1.666E-02 -2.298E-02 -4.471E-03 6.769E+00 2.713E-01
at node ID 1628 1636 1609 1629 582 1866
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.619E+03 exceeds prior maximum 1.554E+03
automatically REFORMING stiffness matrix...
Iteration: 31 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.225E-01 n/a 1.794E+02 n/a n/a n/a
current norm 1.892E-01 1.967E+00 4.759E-01 8.252E-02 1.750E+03 6.053E+00
initial norm 5.868E-01 5.005E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 1.922E-02 1.978E-02 -3.174E-02 -7.467E-03 9.873E+00 2.079E-01
at node ID 2006 1625 1626 1625 437 1748
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.750E+03 exceeds prior maximum 1.619E+03
automatically REFORMING stiffness matrix...
Iteration: 32 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.322E-01 n/a 2.142E+02 n/a n/a n/a
current norm 2.171E-01 2.170E+00 5.682E-01 1.068E-01 2.028E+03 7.754E+00
initial norm 6.535E-01 5.557E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.340E-02 2.385E-02 -4.088E-02 -3.318E-03 8.676E+00 2.457E-01
at node ID 637 2008 2007 1528 2004 1611
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.028E+03 exceeds prior maximum 1.750E+03
automatically REFORMING stiffness matrix...
Iteration: 33 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.056E-01 n/a 2.683E+02 n/a n/a n/a
current norm 2.917E-01 2.712E+00 7.118E-01 1.117E-01 2.348E+03 9.388E+00
initial norm 7.190E-01 6.049E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.766E-02 2.250E-02 -6.510E-02 -1.493E-02 8.310E+00 2.766E-01
at node ID 2105 1527 761 732 761 1611
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.348E+03 exceeds prior maximum 2.028E+03
automatically REFORMING stiffness matrix...
Iteration: 34 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.687E-01 n/a 4.048E+02 n/a n/a n/a
current norm 3.709E-01 3.365E+00 1.074E+00 1.738E-01 2.864E+03 1.204E+01
initial norm 7.913E-01 6.577E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 3.541E-02 2.397E-02 -1.762E-01 -2.805E-02 1.115E+01 3.018E-01
at node ID 17 2107 701 1165 760 1611
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.864E+03 exceeds prior maximum 2.348E+03
automatically REFORMING stiffness matrix...
Iteration: 35 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.806E-01 n/a 5.061E+02 n/a n/a n/a
current norm 3.381E-01 3.268E+00 1.342E+00 2.318E-01 3.451E+03 1.583E+01
initial norm 8.883E-01 7.305E+00 2.653E-03 3.863E-05 3.784E+00 1.728E-02
------------ trans rot trans rot trans rot
nodal max 2.413E-02 2.216E-02 -9.895E-02 -1.187E-02 1.355E+01 3.756E-01
at node ID 1194 954 2088 2071 1137 1197
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.451E+03 exceeds prior maximum 2.864E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.84785E-04 dt(new) = 8.57696E-05
------------------------------------------------------------
Iterations summary for failed step 37 t= 3.3059E-01 08/07/26 01:19:13
Number of iterations = 35
Number of stiffness reformations = 16
Number of right hand side evaluations = 277
BEGIN implicit dynamics step 37 t= 3.3049E-01 08/07/26 01:19:13
============================================================
time = 3.30491E-01
current step size = 8.57696E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.947E-02 n/a 1.028E-01 n/a n/a n/a
current norm 7.438E-03 5.479E-02 2.726E-04 4.136E-05 4.580E+00 3.490E-03
initial norm 2.524E-01 4.382E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.208E-04 3.955E-04 2.214E-06 2.386E-08 1.676E-02 1.570E-04
at node ID 1714 1716 1714 1769 1715 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.580E+00 exceeds prior maximum 1.294E+00
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.060E-02 n/a 2.165E-02 n/a n/a n/a
current norm 2.676E-03 2.467E-02 5.742E-05 7.819E-07 1.290E+00 1.857E-03
initial norm 2.526E-01 4.459E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 2.234E-04 1.730E-04 7.480E-07 9.175E-09 4.001E-03 5.964E-05
at node ID 1714 1749 1714 1767 1751 1738
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.713E-02 n/a 2.571E-02 n/a n/a n/a
current norm 4.330E-03 4.632E-02 6.820E-05 2.005E-06 2.903E+00 3.017E-03
initial norm 2.529E-01 4.632E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.989E-04 3.725E-04 8.428E-07 2.792E-08 1.366E-02 1.088E-04
at node ID 1750 1768 1714 1751 1751 1767
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.184E-03 n/a 5.151E-03 n/a n/a n/a
current norm 1.311E-03 1.960E-02 1.366E-05 7.777E-07 1.676E+00 2.097E-03
initial norm 2.529E-01 4.712E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.529E-04 2.159E-04 2.169E-07 1.440E-08 6.178E-03 9.520E-05
at node ID 1750 1696 1750 1751 1750 1751
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.253E-03 n/a 5.696E-03 n/a n/a n/a
current norm 1.582E-03 2.736E-02 1.511E-05 9.269E-07 1.953E+00 1.785E-03
initial norm 2.530E-01 4.831E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.988E-04 3.271E-04 1.167E-07 1.278E-08 7.586E-03 6.015E-05
at node ID 1768 1696 1768 1751 1758 1752
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.243E-03 n/a 1.587E-03 n/a n/a n/a
current norm 8.206E-04 1.431E-02 4.209E-06 2.955E-07 1.101E+00 9.877E-04
initial norm 2.531E-01 4.899E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.012E-04 1.660E-04 5.489E-08 3.203E-09 6.241E-03 3.337E-05
at node ID 1768 1750 1751 1750 1758 1698
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.595E-03 n/a 8.472E-04 n/a n/a n/a
current norm 6.568E-04 1.101E-02 2.247E-06 1.278E-07 7.932E-01 7.361E-04
initial norm 2.531E-01 4.954E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 8.372E-05 1.302E-04 6.087E-08 2.228E-09 4.871E-03 3.048E-05
at node ID 1751 1750 1751 1721 1751 1721
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.990E-03 n/a 7.265E-04 n/a n/a n/a
current norm 7.569E-04 1.228E-02 1.927E-06 1.212E-07 1.121E+00 1.062E-03
initial norm 2.532E-01 5.014E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.116E-04 1.541E-04 1.024E-07 3.248E-09 6.814E-03 4.880E-05
at node ID 1751 1750 1751 1721 1751 1770
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.285E-03 n/a 1.456E-03 n/a n/a n/a
current norm 1.845E-03 2.939E-02 3.862E-06 3.868E-07 1.433E+00 1.331E-03
initial norm 2.532E-01 5.066E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 2.896E-04 3.865E-04 5.331E-07 2.018E-08 8.579E-03 6.439E-05
at node ID 1751 1750 1751 1752 1751 1770
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.511E-01 n/a 2.912E-02 n/a n/a n/a
current norm 3.825E-02 6.080E-01 7.723E-05 1.145E-05 1.602E+00 1.474E-03
initial norm 2.532E-01 5.090E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 6.065E-03 8.074E-03 -1.017E-03 -1.066E-04 9.664E-03 7.280E-05
at node ID 1751 1750 1749 1750 1751 1770
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.565E-01 n/a 3.058E-02 n/a n/a n/a
current norm 3.962E-02 6.298E-01 8.111E-05 1.402E-05 1.780E+00 1.625E-03
initial norm 2.532E-01 5.111E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 6.282E-03 8.363E-03 -1.155E-03 -1.281E-04 1.086E-02 8.178E-05
at node ID 1751 1750 1749 1750 1751 1770
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.633E-01 n/a 3.279E-02 n/a n/a n/a
current norm 4.145E-02 6.588E-01 8.697E-05 1.709E-05 1.460E+01 1.133E-02
initial norm 2.538E-01 5.728E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 6.572E-03 8.750E-03 -1.350E-03 -1.597E-04 1.263E-01 7.122E-04
at node ID 1751 1750 1749 1750 1749 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.460E+01 exceeds prior maximum 4.580E+00
automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.266E-03 n/a 2.382E-02 n/a n/a n/a
current norm 1.591E-03 2.379E-02 6.320E-05 4.780E-06 1.152E+00 4.210E-03
initial norm 2.539E-01 5.802E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 2.739E-04 3.206E-04 2.167E-06 8.369E-08 8.019E-03 2.988E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.052E-02 n/a 1.121E-01 n/a n/a n/a
current norm 1.029E-02 1.537E-01 2.975E-04 1.309E-05 1.178E+00 4.210E-03
initial norm 2.539E-01 5.811E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.847E-03 2.195E-03 3.572E-05 2.044E-06 8.758E-03 2.950E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.065E-02 n/a 1.131E-01 n/a n/a n/a
current norm 1.032E-02 1.542E-01 3.001E-04 1.247E-05 1.281E+00 4.219E-03
initial norm 2.539E-01 5.813E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.854E-03 2.203E-03 3.666E-05 2.091E-06 9.409E-03 2.941E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.069E-02 n/a 1.135E-01 n/a n/a n/a
current norm 1.033E-02 1.544E-01 3.010E-04 1.230E-05 1.383E+00 4.231E-03
initial norm 2.540E-01 5.816E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.856E-03 2.206E-03 3.695E-05 2.106E-06 1.011E-02 2.933E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.073E-02 n/a 1.138E-01 n/a n/a n/a
current norm 1.034E-02 1.545E-01 3.018E-04 1.215E-05 1.492E+00 4.246E-03
initial norm 2.540E-01 5.818E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.859E-03 2.209E-03 3.722E-05 2.119E-06 1.089E-02 2.926E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.077E-02 n/a 1.141E-01 n/a n/a n/a
current norm 1.035E-02 1.547E-01 3.026E-04 1.200E-05 1.606E+00 4.264E-03
initial norm 2.540E-01 5.820E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.861E-03 2.212E-03 3.748E-05 2.132E-06 1.174E-02 2.920E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.081E-02 n/a 1.144E-01 n/a n/a n/a
current norm 1.037E-02 1.549E-01 3.035E-04 1.185E-05 1.724E+00 4.285E-03
initial norm 2.540E-01 5.823E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.863E-03 2.214E-03 3.776E-05 2.145E-06 1.265E-02 2.915E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.086E-02 n/a 1.147E-01 n/a n/a n/a
current norm 1.038E-02 1.550E-01 3.044E-04 1.171E-05 1.844E+00 4.309E-03
initial norm 2.540E-01 5.825E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.866E-03 2.217E-03 3.803E-05 2.159E-06 1.360E-02 2.910E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.091E-02 n/a 1.151E-01 n/a n/a n/a
current norm 1.039E-02 1.552E-01 3.053E-04 1.156E-05 1.968E+00 4.335E-03
initial norm 2.540E-01 5.828E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.868E-03 2.220E-03 3.832E-05 2.173E-06 1.459E-02 2.906E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.096E-02 n/a 1.154E-01 n/a n/a n/a
current norm 1.040E-02 1.554E-01 3.062E-04 1.142E-05 2.093E+00 4.364E-03
initial norm 2.540E-01 5.830E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.871E-03 2.223E-03 3.860E-05 2.186E-06 1.560E-02 2.903E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.101E-02 n/a 1.158E-01 n/a n/a n/a
current norm 1.041E-02 1.556E-01 3.072E-04 1.128E-05 2.219E+00 4.395E-03
initial norm 2.540E-01 5.832E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.874E-03 2.227E-03 3.890E-05 2.201E-06 1.663E-02 2.900E-04
at node ID 1751 1750 1751 1752 1751 1752
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.399E-03 n/a 2.159E-02 n/a n/a n/a
current norm 1.880E-03 2.782E-02 5.726E-05 2.141E-06 1.263E+00 4.414E-03
initial norm 2.541E-01 5.971E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.480E-04 4.148E-04 3.791E-06 1.160E-07 1.149E-02 3.495E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.354E-03 n/a 3.424E-02 n/a n/a n/a
current norm 2.377E-03 3.517E-02 9.083E-05 2.950E-06 1.338E+00 4.524E-03
initial norm 2.542E-01 5.990E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 4.513E-04 5.326E-04 6.849E-06 2.167E-07 1.207E-02 3.634E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.636E-03 n/a 3.632E-02 n/a n/a n/a
current norm 2.449E-03 3.622E-02 9.633E-05 3.174E-06 1.425E+00 4.642E-03
initial norm 2.542E-01 6.010E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 4.659E-04 5.491E-04 7.356E-06 2.331E-07 1.275E-02 3.783E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 27 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.932E-03 n/a 3.856E-02 n/a n/a n/a
current norm 2.525E-03 3.732E-02 1.023E-04 3.418E-06 1.528E+00 4.769E-03
initial norm 2.542E-01 6.031E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 4.811E-04 5.663E-04 7.908E-06 2.508E-07 1.352E-02 3.941E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 28 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.024E-02 n/a 4.099E-02 n/a n/a n/a
current norm 2.604E-03 3.847E-02 1.087E-04 3.685E-06 1.646E+00 4.904E-03
initial norm 2.542E-01 6.053E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 4.971E-04 5.843E-04 8.510E-06 2.702E-07 1.440E-02 4.108E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 29 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.057E-02 n/a 4.362E-02 n/a n/a n/a
current norm 2.686E-03 3.968E-02 1.157E-04 3.977E-06 1.781E+00 5.049E-03
initial norm 2.543E-01 6.076E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.138E-04 6.030E-04 9.166E-06 2.912E-07 1.542E-02 4.286E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 30 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.091E-02 n/a 4.647E-02 n/a n/a n/a
current norm 2.773E-03 4.094E-02 1.233E-04 4.295E-06 1.933E+00 5.204E-03
initial norm 2.543E-01 6.100E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.313E-04 6.227E-04 9.883E-06 3.142E-07 1.658E-02 4.474E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 31 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.126E-02 n/a 4.955E-02 n/a n/a n/a
current norm 2.864E-03 4.226E-02 1.314E-04 4.643E-06 2.103E+00 5.370E-03
initial norm 2.543E-01 6.125E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.497E-04 6.431E-04 1.066E-05 3.391E-07 1.789E-02 4.673E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 32 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.163E-02 n/a 5.290E-02 n/a n/a n/a
current norm 2.959E-03 4.365E-02 1.403E-04 5.022E-06 2.227E+00 5.487E-03
initial norm 2.543E-01 6.143E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.689E-04 6.645E-04 1.152E-05 3.663E-07 1.886E-02 4.813E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 33 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.189E-02 n/a 5.531E-02 n/a n/a n/a
current norm 3.025E-03 4.461E-02 1.467E-04 5.297E-06 2.360E+00 5.609E-03
initial norm 2.544E-01 6.161E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.823E-04 6.794E-04 1.213E-05 3.859E-07 2.024E-02 4.959E-04
at node ID 1751 1750 1751 1752 1749 1752
Iteration: 34 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.216E-02 n/a 5.785E-02 n/a n/a n/a
current norm 3.093E-03 4.560E-02 1.535E-04 5.588E-06 2.502E+00 5.737E-03
initial norm 2.544E-01 6.179E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.961E-04 6.947E-04 1.279E-05 4.066E-07 2.201E-02 5.111E-04
at node ID 1751 1750 1751 1752 1749 1752
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 35 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.338E-02 n/a 6.570E-02 n/a n/a n/a
current norm 3.406E-03 4.974E-02 1.743E-04 6.340E-06 2.232E+00 6.438E-03
initial norm 2.545E-01 6.284E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 6.692E-04 7.588E-04 1.453E-05 4.891E-07 2.062E-02 5.820E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 36 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.522E-02 n/a 8.449E-02 n/a n/a n/a
current norm 3.875E-03 5.648E-02 2.241E-04 8.185E-06 2.393E+00 7.033E-03
initial norm 2.546E-01 6.366E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 7.634E-04 8.636E-04 1.953E-05 6.534E-07 2.268E-02 6.456E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 37 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.669E-02 n/a 1.013E-01 n/a n/a n/a
current norm 4.251E-03 6.184E-02 2.688E-04 9.934E-06 2.545E+00 7.333E-03
initial norm 2.547E-01 6.406E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 8.394E-04 9.468E-04 2.411E-05 7.970E-07 2.418E-02 6.785E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 38 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.743E-02 n/a 1.104E-01 n/a n/a n/a
current norm 4.439E-03 6.451E-02 2.927E-04 1.088E-05 2.750E+00 7.654E-03
initial norm 2.547E-01 6.449E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 8.776E-04 9.881E-04 2.659E-05 8.725E-07 2.607E-02 7.142E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 39 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.821E-02 n/a 1.204E-01 n/a n/a n/a
current norm 4.638E-03 6.734E-02 3.193E-04 1.194E-05 2.917E+00 7.881E-03
initial norm 2.547E-01 6.479E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 9.180E-04 1.032E-03 2.936E-05 9.546E-07 2.758E-02 7.396E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 40 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.875E-02 n/a 1.277E-01 n/a n/a n/a
current norm 4.778E-03 6.933E-02 3.387E-04 1.272E-05 3.112E+00 8.119E-03
initial norm 2.548E-01 6.510E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 9.464E-04 1.062E-03 3.139E-05 1.014E-06 2.933E-02 7.664E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 41 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.932E-02 n/a 1.355E-01 n/a n/a n/a
current norm 4.923E-03 7.138E-02 3.595E-04 1.355E-05 3.335E+00 8.368E-03
initial norm 2.548E-01 6.542E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 9.760E-04 1.094E-03 3.357E-05 1.076E-06 3.132E-02 7.944E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 42 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.991E-02 n/a 1.439E-01 n/a n/a n/a
current norm 5.073E-03 7.352E-02 3.818E-04 1.444E-05 3.588E+00 8.629E-03
initial norm 2.549E-01 6.575E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.007E-03 1.127E-03 3.591E-05 1.141E-06 3.359E-02 8.238E-04
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 43 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.051E-02 n/a 1.529E-01 n/a n/a n/a
current norm 5.229E-03 7.573E-02 4.057E-04 1.539E-05 3.874E+00 8.903E-03
initial norm 2.549E-01 6.610E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.038E-03 1.161E-03 3.841E-05 1.210E-06 3.620E-02 8.546E-04
at node ID 1751 1750 1751 1752 1749 1752
Iteration: 44 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.114E-02 n/a 1.626E-01 n/a n/a n/a
current norm 5.390E-03 7.801E-02 4.313E-04 1.640E-05 4.194E+00 9.189E-03
initial norm 2.550E-01 6.645E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.071E-03 1.195E-03 4.110E-05 1.282E-06 4.017E-02 8.868E-04
at node ID 1751 1750 1751 1752 1749 1752
Iteration: 45 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.179E-02 n/a 1.729E-01 n/a n/a n/a
current norm 5.557E-03 8.037E-02 4.587E-04 1.748E-05 4.551E+00 9.490E-03
initial norm 2.550E-01 6.683E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.105E-03 1.231E-03 4.397E-05 1.356E-06 4.460E-02 9.205E-04
at node ID 1751 1750 1751 1752 1749 1752
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 46 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.460E-02 n/a 2.042E-01 n/a n/a n/a
current norm 6.279E-03 8.941E-02 5.416E-04 2.021E-05 4.301E+00 1.142E-02
initial norm 2.553E-01 6.897E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.264E-03 1.358E-03 5.227E-05 1.840E-06 4.214E-02 1.113E-03
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 47 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.933E-02 n/a 2.880E-01 n/a n/a n/a
current norm 7.489E-03 1.063E-01 7.639E-04 2.853E-05 4.613E+00 1.212E-02
initial norm 2.554E-01 6.974E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.510E-03 1.616E-03 7.619E-05 2.487E-06 4.534E-02 1.186E-03
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 48 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.105E-02 n/a 3.226E-01 n/a n/a n/a
current norm 7.932E-03 1.124E-01 8.556E-04 3.187E-05 4.920E+00 1.262E-02
initial norm 2.555E-01 7.029E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.601E-03 1.709E-03 8.582E-05 2.695E-06 4.832E-02 1.238E-03
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 49 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.227E-02 n/a 3.485E-01 n/a n/a n/a
current norm 8.247E-03 1.167E-01 9.244E-04 3.431E-05 5.312E+00 1.314E-02
initial norm 2.555E-01 7.086E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.665E-03 1.774E-03 9.291E-05 2.828E-06 5.205E-02 1.293E-03
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 50 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.355E-02 n/a 3.767E-01 n/a n/a n/a
current norm 8.575E-03 1.212E-01 9.993E-04 3.689E-05 5.625E+00 1.351E-02
initial norm 2.556E-01 7.126E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.732E-03 1.842E-03 1.005E-04 2.951E-06 5.501E-02 1.331E-03
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 51 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.443E-02 n/a 3.971E-01 n/a n/a n/a
current norm 8.802E-03 1.244E-01 1.053E-03 3.869E-05 5.981E+00 1.388E-02
initial norm 2.557E-01 7.167E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.778E-03 1.889E-03 1.058E-04 3.024E-06 5.837E-02 1.370E-03
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 52 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.533E-02 n/a 4.186E-01 n/a n/a n/a
current norm 9.035E-03 1.276E-01 1.110E-03 4.054E-05 6.383E+00 1.427E-02
initial norm 2.557E-01 7.209E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.826E-03 1.937E-03 1.114E-04 3.089E-06 6.219E-02 1.410E-03
at node ID 1751 1750 1751 1752 1749 1752
Iteration: 53 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.625E-02 n/a 4.413E-01 n/a n/a n/a
current norm 9.273E-03 1.309E-01 1.171E-03 4.242E-05 6.834E+00 1.467E-02
initial norm 2.558E-01 7.252E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.875E-03 1.985E-03 1.172E-04 3.143E-06 6.772E-02 1.451E-03
at node ID 1751 1750 1751 1752 1749 1752
Iteration: 54 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.720E-02 n/a 4.652E-01 n/a n/a n/a
current norm 9.516E-03 1.342E-01 1.234E-03 4.432E-05 7.336E+00 1.508E-02
initial norm 2.558E-01 7.297E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.924E-03 2.035E-03 1.231E-04 3.183E-06 7.389E-02 1.494E-03
at node ID 1751 1750 1751 1752 1749 1752
Iteration: 55 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.816E-02 n/a 4.905E-01 n/a n/a n/a
current norm 9.764E-03 1.376E-01 1.301E-03 4.624E-05 7.892E+00 1.551E-02
initial norm 2.559E-01 7.344E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.975E-03 2.085E-03 1.292E-04 3.208E-06 8.073E-02 1.536E-03
at node ID 1751 1750 1751 1755 1749 1752
Iteration: 56 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.913E-02 n/a 5.171E-01 n/a n/a n/a
current norm 1.002E-02 1.411E-01 1.372E-03 4.815E-05 8.505E+00 1.595E-02
initial norm 2.560E-01 7.391E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 2.027E-03 2.136E-03 1.355E-04 3.215E-06 8.826E-02 1.580E-03
at node ID 1751 1750 1751 1755 1749 1752
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 57 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.440E-02 n/a 6.168E-01 n/a n/a n/a
current norm 1.139E-02 1.567E-01 1.636E-03 5.409E-05 8.783E+00 2.092E-02
initial norm 2.566E-01 7.802E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 2.306E-03 2.306E-03 1.616E-04 5.832E-06 8.674E-02 2.072E-03
at node ID 1751 1750 1751 1752 1751 1752
Iteration: 58 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.527E-02 n/a 9.474E-01 n/a n/a n/a
current norm 1.419E-02 1.941E-01 2.513E-03 8.540E-05 9.294E+00 2.171E-02
initial norm 2.567E-01 7.870E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 2.870E-03 2.849E-03 2.296E-04 -7.010E-06 9.165E-02 2.146E-03
at node ID 1751 1750 1751 1733 1751 1752
Iteration: 59 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.703E-02 n/a 1.010E+00 n/a n/a n/a
current norm 1.464E-02 2.002E-01 2.679E-03 8.993E-05 9.927E+00 2.251E-02
initial norm 2.568E-01 7.940E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 2.962E-03 2.935E-03 2.392E-04 -7.909E-06 9.811E-02 2.221E-03
at node ID 1751 1750 1751 1733 1749 1752
Iteration: 60 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.882E-02 n/a 1.076E+00 n/a n/a n/a
current norm 1.511E-02 2.064E-01 2.854E-03 9.422E-05 1.069E+01 2.334E-02
initial norm 2.569E-01 8.014E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.055E-03 3.022E-03 2.483E-04 -8.919E-06 1.070E-01 2.296E-03
at node ID 1751 1750 1751 1733 1749 1752
Iteration: 61 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.064E-02 n/a 1.146E+00 n/a n/a n/a
current norm 1.559E-02 2.127E-01 3.041E-03 9.811E-05 1.159E+01 2.418E-02
initial norm 2.570E-01 8.089E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.150E-03 3.109E-03 2.565E-04 -1.005E-05 1.176E-01 2.370E-03
at node ID 1751 1750 1751 1733 1749 1752
Iteration: 62 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.248E-02 n/a 1.221E+00 n/a n/a n/a
current norm 1.607E-02 2.191E-01 3.238E-03 1.015E-04 1.228E+01 2.475E-02
initial norm 2.571E-01 8.141E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.246E-03 3.197E-03 2.636E-04 -1.131E-05 1.257E-01 2.420E-03
at node ID 1751 1750 1751 1733 1749 1752
Iteration: 63 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.372E-02 n/a 1.273E+00 n/a n/a n/a
current norm 1.639E-02 2.234E-01 3.376E-03 1.033E-04 1.303E+01 2.534E-02
initial norm 2.572E-01 8.195E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.311E-03 3.255E-03 2.676E-04 -1.223E-05 1.346E-01 2.468E-03
at node ID 1751 1750 1751 1733 1749 1752
Iteration: 64 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.495E-02 n/a 1.326E+00 n/a n/a n/a
current norm 1.671E-02 2.277E-01 3.518E-03 1.048E-04 1.385E+01 2.593E-02
initial norm 2.573E-01 8.249E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.375E-03 3.313E-03 2.709E-04 -1.321E-05 1.444E-01 2.515E-03
at node ID 1751 1750 1751 1733 1749 1752
Iteration: 65 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.618E-02 n/a 1.382E+00 n/a n/a n/a
current norm 1.703E-02 2.320E-01 3.665E-03 1.058E-04 1.475E+01 2.653E-02
initial norm 2.574E-01 8.305E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.439E-03 3.370E-03 2.734E-04 -1.426E-05 1.550E-01 2.561E-03
at node ID 1751 1750 1751 1733 1749 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.475E+01 exceeds prior maximum 1.460E+01
automatically REFORMING stiffness matrix...
Iteration: 66 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.335E-02 n/a 1.615E+00 n/a n/a n/a
current norm 1.894E-02 2.501E-01 4.283E-03 1.089E-04 1.503E+01 3.400E-02
initial norm 2.582E-01 8.767E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 3.758E-03 3.425E-03 3.233E-04 -1.325E-05 1.498E-01 3.274E-03
at node ID 1751 1750 1751 1769 1749 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.503E+01 exceeds prior maximum 1.475E+01
automatically REFORMING stiffness matrix...
Iteration: 67 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.803E-02 n/a 2.301E+00 n/a n/a n/a
current norm 2.279E-02 2.959E-01 6.105E-03 1.595E-04 1.527E+01 4.070E-02
initial norm 2.589E-01 9.137E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 4.446E-03 3.874E-03 3.682E-04 -2.402E-05 1.475E-01 3.888E-03
at node ID 1751 1750 1750 1769 1751 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.527E+01 exceeds prior maximum 1.503E+01
automatically REFORMING stiffness matrix...
Iteration: 68 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.909E-02 n/a 2.924E+00 n/a n/a n/a
current norm 2.574E-02 3.302E-01 7.756E-03 2.024E-04 1.600E+01 4.894E-02
initial norm 2.597E-01 9.555E-01 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 4.938E-03 4.266E-03 4.627E-04 -3.527E-05 1.525E-01 4.615E-03
at node ID 1751 1768 1750 1769 1751 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.600E+01 exceeds prior maximum 1.527E+01
automatically REFORMING stiffness matrix...
Iteration: 69 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.105E-01 n/a 3.683E+00 n/a n/a n/a
current norm 2.881E-02 3.655E-01 9.769E-03 2.452E-04 1.720E+01 5.901E-02
initial norm 2.607E-01 1.002E+00 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.414E-03 4.672E-03 5.557E-04 -4.989E-05 1.603E-01 5.477E-03
at node ID 1751 1770 1750 1769 1751 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.720E+01 exceeds prior maximum 1.600E+01
automatically REFORMING stiffness matrix...
Iteration: 70 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.181E-01 n/a 4.570E+00 n/a n/a n/a
current norm 3.189E-02 4.005E-01 1.212E-02 2.826E-04 1.503E+02 1.954E-01
initial norm 2.701E-01 1.361E+00 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.836E-03 5.143E-03 7.030E-04 -6.707E-05 1.525E+00 1.859E-02
at node ID 1751 1770 1752 1769 1753 1733
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.503E+02 exceeds prior maximum 1.720E+01
automatically REFORMING stiffness matrix...
Iteration: 71 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.455E-01 n/a 1.256E+01 n/a n/a n/a
current norm 4.164E-02 5.418E-01 3.331E-02 4.082E-03 2.488E+02 4.445E-01
initial norm 2.862E-01 1.792E+00 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.776E-03 7.550E-03 1.141E-03 -1.274E-04 2.624E+00 4.485E-02
at node ID 1859 1753 1881 1750 1752 1750
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.488E+02 exceeds prior maximum 1.503E+02
automatically REFORMING stiffness matrix...
Iteration: 72 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.518E-01 n/a 1.799E+01 n/a n/a n/a
current norm 4.660E-02 6.556E-01 4.772E-02 5.500E-03 3.340E+02 7.574E-01
initial norm 3.070E-01 2.262E+00 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 5.364E-03 6.792E-03 1.600E-03 -2.952E-04 2.454E+00 7.393E-02
at node ID 1865 1879 1767 1750 1767 1750
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.340E+02 exceeds prior maximum 2.488E+02
automatically REFORMING stiffness matrix...
Iteration: 73 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.822E-01 n/a 2.901E+01 n/a n/a n/a
current norm 6.125E-02 8.419E-01 7.696E-02 7.637E-03 5.339E+02 1.575E+00
initial norm 3.361E-01 2.852E+00 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 9.674E-03 9.924E-03 2.460E-03 -5.806E-04 6.013E+00 1.300E-01
at node ID 1699 1717 1767 1717 1718 1750
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.339E+02 exceeds prior maximum 3.340E+02
automatically REFORMING stiffness matrix...
Iteration: 74 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.676E-01 n/a 4.898E+01 n/a n/a n/a
current norm 6.192E-02 9.050E-01 1.299E-01 1.835E-02 5.225E+02 2.377E+00
initial norm 3.694E-01 3.385E+00 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 7.182E-03 8.379E-03 2.439E-03 -5.186E-04 3.114E+00 1.843E-01
at node ID 503 532 1711 1718 1698 1757
Iteration: 75 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.463E-01 n/a 5.946E+01 n/a n/a n/a
current norm 9.803E-02 1.558E+00 1.577E-01 1.988E-02 9.376E+02 2.267E+00
initial norm 3.980E-01 3.864E+00 2.653E-03 4.136E-05 4.580E+00 2.887E-02
------------ trans rot trans rot trans rot
nodal max 1.147E-02 1.667E-02 -1.613E-02 -2.145E-03 5.893E+00 1.206E-01
at node ID 1857 1706 1767 1927 1909 895
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.376E+02 exceeds prior maximum 5.339E+02
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 8.57696E-05 dt(new) = 3.98107E-05
------------------------------------------------------------
Iterations summary for failed step 37 t= 3.3049E-01 08/07/26 01:19:32
Number of iterations = 75
Number of stiffness reformations = 16
Number of right hand side evaluations = 931
BEGIN implicit dynamics step 37 t= 3.3045E-01 08/07/26 01:19:32
============================================================
time = 3.30445E-01
current step size = 3.98107E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.418E-02 n/a 9.203E-02 n/a n/a n/a
current norm 3.574E-03 2.754E-02 2.441E-04 3.985E-05 1.492E+00 1.335E-03
initial norm 2.521E-01 4.286E-01 2.653E-03 3.985E-05 2.273E+00 5.495E-02
------------ trans rot trans rot trans rot
nodal max 2.582E-04 1.966E-04 5.974E-07 6.380E-09 4.202E-03 5.785E-05
at node ID 1718 1716 1714 1769 1751 1770
Iteration: 2 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.127E-03 n/a 3.512E-03 n/a n/a n/a
current norm 5.363E-04 7.107E-03 9.315E-06 1.501E-07 5.004E-01 8.948E-04
initial norm 2.521E-01 4.288E-01 2.653E-03 3.985E-05 2.273E+00 5.495E-02
------------ trans rot trans rot trans rot
nodal max 4.855E-05 5.916E-05 3.808E-08 -7.619E-10 1.401E-03 1.748E-05
at node ID 1750 1768 1714 1771 1751 1731
Equilibrium iterations summary step 37 t= 3.3045E-01 08/07/26 01:19:32
Number of iterations to converge = 2
Number of stiffness reformations = 0
Number of right hand side evaluations = 3
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 4.8552E-05 vs Tolerance = 7.2312E-05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 3.98107E-05 dt(new) = 6.30957E-05
------------------------------------------------------------
problem cycle = 2760
time = 3.3045E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 38 t= 3.3051E-01 08/07/26 01:19:32
============================================================
time = 3.30509E-01
current step size = 6.30957E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.219E-02 n/a 2.089E-01 n/a n/a n/a
current norm 8.138E-03 6.359E-02 5.542E-04 9.312E-05 6.076E+00 4.509E-03
initial norm 2.528E-01 4.530E-01 2.653E-03 9.312E-05 6.076E+00 5.334E-02
------------ trans rot trans rot trans rot
nodal max 6.137E-04 4.428E-04 3.827E-06 4.264E-08 2.313E-02 2.075E-04
at node ID 1714 1752 1714 1769 1751 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.076E+00 exceeds prior maximum 2.292E+00
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.401E-03 n/a 2.567E-02 n/a n/a n/a
current norm 2.125E-03 2.244E-02 6.808E-05 1.166E-06 1.186E+00 2.021E-03
initial norm 2.529E-01 4.638E-01 2.653E-03 9.312E-05 6.076E+00 5.334E-02
------------ trans rot trans rot trans rot
nodal max 1.995E-04 1.926E-04 8.111E-07 1.106E-08 4.406E-03 8.938E-05
at node ID 1750 1768 1714 1749 1732 1731
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.134E-03 n/a 1.954E-02 n/a n/a n/a
current norm 2.312E-03 3.147E-02 5.183E-05 1.396E-06 1.312E+00 1.956E-03
initial norm 2.531E-01 4.797E-01 2.653E-03 9.312E-05 6.076E+00 5.334E-02
------------ trans rot trans rot trans rot
nodal max 2.483E-04 3.298E-04 3.600E-07 2.023E-08 5.058E-03 9.200E-05
at node ID 1750 1768 1714 1751 1733 1731
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.314E-03 n/a 3.032E-03 n/a n/a n/a
current norm 5.859E-04 1.228E-02 8.044E-06 2.522E-07 9.997E-01 1.198E-03
initial norm 2.532E-01 4.854E-01 2.653E-03 9.312E-05 6.076E+00 5.334E-02
------------ trans rot trans rot trans rot
nodal max 7.516E-05 1.492E-04 4.430E-08 4.345E-09 4.688E-03 5.468E-05
at node ID 1768 1696 1678 1751 1733 1731
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.705E-03 n/a 1.361E-03 n/a n/a n/a
current norm 4.317E-04 8.508E-03 3.610E-06 2.721E-08 4.548E-01 4.245E-04
initial norm 2.532E-01 4.886E-01 2.653E-03 9.312E-05 6.076E+00 5.334E-02
------------ trans rot trans rot trans rot
nodal max 3.946E-05 1.009E-04 9.238E-09 -7.866E-10 1.757E-03 1.483E-05
at node ID 1732 1696 1678 1769 1748 1773
Equilibrium iterations summary step 38 t= 3.3051E-01 08/07/26 01:19:32
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 3.9456E-05 vs Tolerance = 7.2312E-05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 6.30957E-05 dt(new) = 1.00000E-04
------------------------------------------------------------
problem cycle = 2768
time = 3.3051E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
2768 t 3.3051E-01 dt 6.31E-05 write d3plot file 08/07/26 01:19:32
BEGIN implicit dynamics step 39 t= 3.3061E-01 08/07/26 01:19:32
============================================================
time = 3.30609E-01
current step size = 1.00000E-04
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.006E-01 n/a 1.000E+00 n/a n/a n/a
current norm 2.566E-02 2.179E-01 2.778E-03 6.142E-04 2.069E+01 4.700E-02
initial norm 2.551E-01 5.587E-01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.212E-03 1.601E-03 8.457E-05 -1.048E-06 1.016E-01 1.737E-03
at node ID 1714 1749 1751 1734 1751 1769
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.069E+01 exceeds prior maximum 3.514E+00
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.755E-02 n/a 7.724E-01 n/a n/a n/a
current norm 2.009E-02 1.860E-01 2.145E-03 2.705E-04 4.325E+01 2.987E-02
initial norm 2.590E-01 6.988E-01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.948E-03 1.643E-03 6.656E-05 1.338E-06 2.576E-01 1.367E-03
at node ID 1750 1769 1751 1767 1751 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.325E+01 exceeds prior maximum 2.069E+01
automatically REFORMING stiffness matrix...
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.473E-02 n/a 9.229E-01 n/a n/a n/a
current norm 1.703E-02 1.964E-01 2.564E-03 7.918E-05 3.587E+01 4.134E-02
initial norm 2.630E-01 8.610E-01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.141E-03 2.343E-03 1.002E-04 3.279E-06 2.830E-01 1.835E-03
at node ID 1750 1769 1768 1767 1751 1713
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.074E-02 n/a 1.475E+00 n/a n/a n/a
current norm 1.863E-02 2.473E-01 4.097E-03 2.180E-04 3.870E+01 4.305E-02
initial norm 2.634E-01 8.743E-01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.729E-03 3.170E-03 2.202E-04 -5.695E-06 3.099E-01 1.916E-03
at node ID 1768 1769 1751 1768 1751 1713
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.160E-02 n/a 1.551E+00 n/a n/a n/a
current norm 1.888E-02 2.521E-01 4.307E-03 2.271E-04 4.179E+01 4.486E-02
initial norm 2.637E-01 8.880E-01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.788E-03 3.236E-03 2.328E-04 -6.666E-06 3.392E-01 2.002E-03
at node ID 1768 1769 1751 1768 1751 1713
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.239E-02 n/a 1.630E+00 n/a n/a n/a
current norm 1.911E-02 2.569E-01 4.527E-03 2.358E-04 4.512E+01 4.678E-02
initial norm 2.640E-01 9.020E-01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.845E-03 3.303E-03 2.450E-04 -7.775E-06 3.706E-01 2.094E-03
at node ID 1768 1750 1751 1750 1751 1713
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.512E+01 exceeds prior maximum 4.325E+01
automatically REFORMING stiffness matrix...
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.039E-01 n/a 2.530E+00 n/a n/a n/a
current norm 2.768E-02 3.507E-01 7.029E-03 3.545E-04 4.225E+01 5.746E-02
initial norm 2.665E-01 1.000E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 4.357E-03 4.750E-03 3.818E-04 -1.828E-05 3.596E-01 3.187E-03
at node ID 1768 1769 1751 1768 1751 1731
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.188E-01 n/a 3.752E+00 n/a n/a n/a
current norm 3.297E-02 4.244E-01 1.042E-02 4.744E-04 2.232E+02 1.773E-01
initial norm 2.776E-01 1.377E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 5.371E-03 5.851E-03 6.164E-04 -7.089E-05 2.267E+00 1.380E-02
at node ID 1768 1769 1751 1750 1751 1768
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.232E+02 exceeds prior maximum 4.512E+01
automatically REFORMING stiffness matrix...
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.943E-01 n/a 1.660E+01 n/a n/a n/a
current norm 5.894E-02 6.597E-01 4.612E-02 4.036E-03 3.806E+02 5.979E-01
initial norm 3.034E-01 1.957E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 8.686E-03 7.621E-03 -1.969E-03 -2.562E-04 3.483E+00 4.330E-02
at node ID 1865 270 1768 1883 445 1769
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.806E+02 exceeds prior maximum 2.232E+02
automatically REFORMING stiffness matrix...
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.006E-01 n/a 3.284E+01 n/a n/a n/a
current norm 6.802E-02 8.596E-01 9.122E-02 1.561E-02 6.585E+02 1.078E+00
initial norm 3.391E-01 2.514E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 7.907E-03 1.051E-02 4.220E-03 -4.579E-04 8.000E+00 8.102E-02
at node ID 1767 1766 1752 1769 1752 1769
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.585E+02 exceeds prior maximum 3.806E+02
automatically REFORMING stiffness matrix...
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.048E-01 n/a 5.925E+01 n/a n/a n/a
current norm 7.833E-02 1.023E+00 1.646E-01 2.465E-02 8.483E+02 2.272E+00
initial norm 3.825E-01 3.184E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 9.002E-03 1.234E-02 4.004E-03 -4.355E-04 6.459E+00 1.339E-01
at node ID 28 1879 1867 299 1881 1767
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.483E+02 exceeds prior maximum 6.585E+02
automatically REFORMING stiffness matrix...
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.612E-01 n/a 6.224E+01 n/a n/a n/a
current norm 6.651E-02 9.789E-01 1.729E-01 2.759E-02 6.110E+02 3.063E+00
initial norm 4.127E-01 3.675E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 5.973E-03 1.116E-02 2.827E-03 -9.390E-04 4.458E+00 1.909E-01
at node ID 213 155 1867 1875 213 1884
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.643E-01 n/a 5.539E+01 n/a n/a n/a
current norm 7.319E-02 1.328E+00 1.539E-01 5.089E-03 1.328E+03 4.334E+00
initial norm 4.454E-01 4.429E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 7.186E-03 1.265E-02 -2.905E-03 -1.193E-03 5.586E+00 2.162E-01
at node ID 416 387 1853 415 1887 270
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.328E+03 exceeds prior maximum 8.483E+02
automatically REFORMING stiffness matrix...
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.535E-01 n/a 7.754E+01 n/a n/a n/a
current norm 1.174E-01 1.547E+00 2.154E-01 4.924E-02 9.370E+02 3.062E+00
initial norm 4.632E-01 4.770E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.767E-02 1.815E-02 -2.690E-02 -1.152E-02 8.104E+00 1.890E-01
at node ID 1934 1915 1916 1935 1915 1896
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.184E-01 n/a 9.151E+01 n/a n/a n/a
current norm 1.050E-01 1.795E+00 2.542E-01 1.156E-02 1.068E+03 4.207E+00
initial norm 4.809E-01 5.101E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.294E-02 1.855E-02 -1.561E-02 -5.758E-03 8.601E+00 2.206E-01
at node ID 1922 1940 529 721 181 1938
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.586E-01 n/a 1.246E+02 n/a n/a n/a
current norm 1.273E-01 2.436E+00 3.460E-01 1.323E-02 1.059E+03 5.363E+00
initial norm 4.922E-01 5.452E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.104E-02 2.198E-02 -1.725E-02 -9.918E-03 3.779E+00 2.594E-01
at node ID 1616 180 1681 1885 213 242
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.012E-01 n/a 6.734E+01 n/a n/a n/a
current norm 1.013E-01 1.949E+00 1.870E-01 2.029E-02 1.366E+03 5.354E+00
initial norm 5.034E-01 5.782E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.381E-02 2.305E-02 -5.049E-02 -6.213E-03 5.461E+00 2.493E-01
at node ID 750 1693 750 1693 1699 1874
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.366E+03 exceeds prior maximum 1.328E+03
automatically REFORMING stiffness matrix...
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.552E-01 n/a 9.782E+01 n/a n/a n/a
current norm 8.432E-02 1.351E+00 2.717E-01 4.846E-03 1.069E+03 6.252E+00
initial norm 5.433E-01 6.368E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 9.243E-03 1.372E-02 6.976E-03 -1.283E-03 1.137E+01 2.494E-01
at node ID 1933 1718 1914 1932 1917 1909
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.547E-01 n/a 1.337E+02 n/a n/a n/a
current norm 1.434E-01 2.194E+00 3.715E-01 7.734E-03 1.324E+03 6.586E+00
initial norm 5.628E-01 6.650E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.220E-02 2.305E-02 -3.940E-02 -1.251E-02 7.890E+00 2.257E-01
at node ID 634 1692 1970 1971 1710 1711
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.973E-01 n/a 1.120E+02 n/a n/a n/a
current norm 1.128E-01 1.983E+00 3.111E-01 8.692E-03 1.411E+03 6.281E+00
initial norm 5.719E-01 6.896E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.119E-02 2.367E-02 -8.609E-02 -1.473E-02 7.927E+00 2.490E-01
at node ID 63 635 634 608 634 1689
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.411E+03 exceeds prior maximum 1.366E+03
automatically REFORMING stiffness matrix...
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.120E-01 n/a 1.298E+02 n/a n/a n/a
current norm 1.310E-01 1.915E+00 3.606E-01 4.470E-02 1.214E+03 8.963E+00
initial norm 6.179E-01 7.422E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.791E-02 1.992E-02 -3.234E-02 -1.043E-02 1.131E+01 5.956E-01
at node ID 1941 1942 1253 1942 1941 1890
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.258E-01 n/a 1.695E+02 n/a n/a n/a
current norm 1.443E-01 2.368E+00 4.708E-01 3.402E-02 1.593E+03 8.082E+00
initial norm 6.392E-01 7.776E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.282E-02 1.919E-02 -3.937E-02 -8.035E-03 6.928E+00 3.882E-01
at node ID 635 1966 635 265 64 153
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.593E+03 exceeds prior maximum 1.411E+03
automatically REFORMING stiffness matrix...
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.606E-01 n/a 1.681E+02 n/a n/a n/a
current norm 1.128E-01 1.812E+00 4.670E-01 7.306E-02 1.290E+03 1.117E+01
initial norm 7.024E-01 8.297E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.191E-02 2.072E-02 -2.302E-02 -6.050E-03 9.141E+00 5.725E-01
at node ID 1939 1708 56 151 693 588
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.542E-01 n/a 1.765E+02 n/a n/a n/a
current norm 1.130E-01 1.870E+00 4.903E-01 3.123E-02 1.662E+03 9.306E+00
initial norm 7.332E-01 8.655E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 9.353E-03 1.845E-02 -1.195E-02 -2.762E-03 6.509E+00 3.270E-01
at node ID 1194 1165 627 470 315 122
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.662E+03 exceeds prior maximum 1.593E+03
automatically REFORMING stiffness matrix...
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.521E-01 n/a 1.298E+02 n/a n/a n/a
current norm 1.194E-01 1.812E+00 3.605E-01 3.328E-02 1.706E+03 1.313E+01
initial norm 7.850E-01 9.332E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.397E-02 1.831E-02 1.137E-02 -7.116E-03 1.039E+01 6.154E-01
at node ID 264 236 236 293 1669 1648
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.706E+03 exceeds prior maximum 1.662E+03
automatically REFORMING stiffness matrix...
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.130E-01 n/a 2.186E+02 n/a n/a n/a
current norm 9.387E-02 1.607E+00 6.071E-01 1.100E-01 9.729E+02 1.178E+01
initial norm 8.309E-01 9.909E+00 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.271E-02 1.356E-02 8.096E-03 -3.824E-03 6.250E+00 6.150E-01
at node ID 629 59 58 1187 236 614
Iteration: 27 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.377E-01 n/a 1.498E+02 n/a n/a n/a
current norm 1.199E-01 2.071E+00 4.161E-01 1.380E-02 1.501E+03 1.069E+01
initial norm 8.708E-01 1.042E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.110E-02 1.847E-02 1.682E-02 -4.253E-03 7.077E+00 3.269E-01
at node ID 370 1447 57 470 370 1725
Iteration: 28 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.984E-01 n/a 1.292E+02 n/a n/a n/a
current norm 1.779E-01 3.109E+00 3.590E-01 1.268E-01 1.778E+03 1.032E+01
initial norm 8.964E-01 1.081E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.942E-02 2.705E-02 -1.991E-01 -1.819E-02 7.107E+00 3.933E-01
at node ID 236 207 236 207 236 294
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.778E+03 exceeds prior maximum 1.706E+03
automatically REFORMING stiffness matrix...
Iteration: 29 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.321E-01 n/a 1.380E+02 n/a n/a n/a
current norm 1.230E-01 1.702E+00 3.833E-01 6.664E-02 1.295E+03 1.157E+01
initial norm 9.315E-01 1.121E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.453E-02 1.592E-02 -1.215E-02 -6.203E-03 8.079E+00 6.022E-01
at node ID 369 398 341 398 369 615
Iteration: 30 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.626E-01 n/a 1.786E+02 n/a n/a n/a
current norm 1.553E-01 2.308E+00 4.960E-01 2.419E-03 1.423E+03 1.415E+01
initial norm 9.550E-01 1.153E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.034E-02 2.298E-02 -5.174E-02 -1.023E-02 6.953E+00 7.249E-01
at node ID 349 207 613 1189 584 615
Iteration: 31 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.053E-01 n/a 2.305E+02 n/a n/a n/a
current norm 1.997E-01 2.987E+00 6.404E-01 5.023E-02 1.932E+03 1.371E+01
initial norm 9.725E-01 1.174E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 3.784E-02 4.115E-02 -9.543E-01 -9.308E-02 1.348E+01 7.507E-01
at node ID 349 377 349 1592 1609 1629
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.932E+03 exceeds prior maximum 1.778E+03
automatically REFORMING stiffness matrix...
Iteration: 32 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.958E-01 n/a 3.050E+02 n/a n/a n/a
current norm 2.000E-01 2.451E+00 8.474E-01 2.200E-02 1.569E+03 1.955E+01
initial norm 1.021E+00 1.223E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 3.308E-02 3.380E-02 -2.408E-01 -3.104E-02 1.104E+01 1.215E+00
at node ID 378 377 2023 2041 376 409
Iteration: 33 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.633E-01 n/a 2.863E+02 n/a n/a n/a
current norm 1.725E-01 2.721E+00 7.952E-01 2.285E-02 1.799E+03 1.798E+01
initial norm 1.056E+00 1.257E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.757E-02 2.620E-02 -9.108E-02 -2.018E-02 9.619E+00 7.908E-01
at node ID 425 424 425 398 1020 409
Iteration: 34 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.672E-01 n/a 2.593E+02 n/a n/a n/a
current norm 1.803E-01 2.453E+00 7.201E-01 7.066E-02 1.695E+03 1.841E+01
initial norm 1.078E+00 1.275E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.468E-02 2.012E-02 -6.457E-02 -1.049E-02 1.215E+01 6.044E-01
at node ID 2224 396 408 321 2021 408
Iteration: 35 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.537E-01 n/a 1.462E+02 n/a n/a n/a
current norm 1.697E-01 2.330E+00 4.062E-01 8.800E-02 1.881E+03 1.790E+01
initial norm 1.105E+00 1.298E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.649E-02 2.039E-02 -3.306E-02 -1.142E-02 1.136E+01 8.789E-01
at node ID 1447 970 969 970 1612 408
Iteration: 36 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.085E-01 n/a 8.233E+01 n/a n/a n/a
current norm 1.228E-01 1.809E+00 2.287E-01 1.119E-01 1.782E+03 1.308E+01
initial norm 1.131E+00 1.320E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.102E-02 1.894E-02 -3.006E-02 -1.473E-02 8.591E+00 6.302E-01
at node ID 288 317 288 317 1020 408
Iteration: 37 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.098E-01 n/a 1.694E+02 n/a n/a n/a
current norm 2.421E-01 3.388E+00 4.705E-01 2.028E-01 1.684E+03 9.301E+00
initial norm 1.154E+00 1.338E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 2.027E-02 2.237E-02 -1.493E-01 -3.312E-02 5.390E+00 2.923E-01
at node ID 1610 1630 1611 408 1017 988
Iteration: 38 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.065E-01 n/a 9.828E+01 n/a n/a n/a
current norm 1.240E-01 1.845E+00 2.730E-01 9.040E-02 1.453E+03 1.124E+01
initial norm 1.165E+00 1.346E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.503E-02 1.896E-02 -7.712E-02 -1.891E-02 3.705E+00 4.085E-01
at node ID 2229 2230 2229 2230 2027 320
Iteration: 39 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.551E-02 n/a 7.433E+01 n/a n/a n/a
current norm 1.122E-01 1.840E+00 2.065E-01 1.113E-01 1.130E+03 1.301E+01
initial norm 1.174E+00 1.351E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 1.314E-02 1.277E-02 -2.889E-02 -6.368E-03 4.094E+00 3.858E-01
at node ID 9 2230 1612 2222 999 320
Iteration: 40 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.514E-02 n/a 2.627E+01 n/a n/a n/a
current norm 8.884E-02 1.412E+00 7.298E-02 7.530E-02 1.009E+03 1.126E+01
initial norm 1.182E+00 1.358E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 9.767E-03 1.176E-02 -1.782E-02 -5.659E-03 2.913E+00 2.889E-01
at node ID 11 1416 11 1416 1397 557
Iteration: 41 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.421E-02 n/a 5.687E+01 n/a n/a n/a
current norm 1.002E-01 1.736E+00 1.580E-01 2.410E-02 9.457E+02 8.866E+00
initial norm 1.190E+00 1.361E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 8.577E-03 1.137E-02 -2.253E-02 -3.475E-03 3.676E+00 2.594E-01
at node ID 59 1202 1161 599 1189 293
Iteration: 42 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.761E-02 n/a 3.669E+01 n/a n/a n/a
current norm 6.881E-02 1.252E+00 1.019E-01 2.365E-02 1.046E+03 7.758E+00
initial norm 1.194E+00 1.360E+01 2.778E-03 6.142E-04 2.069E+01 9.822E-02
------------ trans rot trans rot trans rot
nodal max 8.144E-03 8.879E-03 -1.186E-02 2.814E-03 3.423E+00 2.821E-01
at node ID 641 1416 2005 408 1612 1626
REFORMATION LIMIT reached, nonlinear equilibrium search aborted...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.00000E-04 dt(new) = 4.64159E-05
------------------------------------------------------------
Iterations summary for failed step 39 t= 3.3061E-01 08/07/26 01:19:38
Number of iterations = 42
Number of stiffness reformations = 16
Number of right hand side evaluations = 176
BEGIN implicit dynamics step 39 t= 3.3055E-01 08/07/26 01:19:38
============================================================
time = 3.30555E-01
current step size = 4.64159E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.122E-02 n/a 9.501E-01 n/a n/a n/a
current norm 1.306E-02 1.180E-01 2.520E-03 6.120E-04 1.826E+01 1.297E-02
initial norm 2.549E-01 5.620E-01 2.653E-03 6.120E-04 1.826E+01 1.668E-01
------------ trans rot trans rot trans rot
nodal max 1.176E-03 9.328E-04 2.346E-05 3.831E-07 1.002E-01 6.332E-04
at node ID 1714 1769 1714 1767 1751 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.826E+01 exceeds prior maximum 5.980E+00
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.243E-02 n/a 1.389E-01 n/a n/a n/a
current norm 3.175E-03 4.720E-02 3.684E-04 8.972E-06 2.907E+00 6.792E-03
initial norm 2.554E-01 5.946E-01 2.653E-03 6.120E-04 1.826E+01 1.668E-01
------------ trans rot trans rot trans rot
nodal max 3.966E-04 5.698E-04 4.281E-06 1.091E-07 1.454E-02 4.388E-04
at node ID 1768 1750 1721 1749 1732 1731
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.649E-02 n/a 1.305E-01 n/a n/a n/a
current norm 4.222E-03 7.851E-02 3.463E-04 1.017E-05 4.839E+00 7.623E-03
initial norm 2.560E-01 6.498E-01 2.653E-03 6.120E-04 1.826E+01 1.668E-01
------------ trans rot trans rot trans rot
nodal max 5.923E-04 1.034E-03 1.445E-06 2.468E-07 3.101E-02 4.608E-04
at node ID 1768 1750 1768 1751 1750 1731
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.019E-03 n/a 1.072E-02 n/a n/a n/a
current norm 1.029E-03 2.177E-02 2.843E-05 2.036E-06 2.118E+00 2.804E-03
initial norm 2.561E-01 6.638E-01 2.653E-03 6.120E-04 1.826E+01 1.668E-01
------------ trans rot trans rot trans rot
nodal max 1.517E-04 2.938E-04 1.224E-07 2.253E-08 1.107E-02 1.336E-04
at node ID 1768 1750 1768 1751 1749 1731
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.698E-03 n/a 2.038E-03 n/a n/a n/a
current norm 4.348E-04 8.030E-03 5.406E-06 2.287E-07 5.617E-01 8.149E-04
initial norm 2.561E-01 6.674E-01 2.653E-03 6.120E-04 1.826E+01 1.668E-01
------------ trans rot trans rot trans rot
nodal max 4.736E-05 9.986E-05 1.979E-08 1.921E-09 3.004E-03 3.624E-05
at node ID 1768 1750 28 1721 271 1920
Equilibrium iterations summary step 39 t= 3.3055E-01 08/07/26 01:19:38
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 4.7357E-05 vs Tolerance = 7.2312E-05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 4.64159E-05 dt(new) = 7.35642E-05
------------------------------------------------------------
problem cycle = 2952
time = 3.3055E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 40 t= 3.3063E-01 08/07/26 01:19:38
============================================================
time = 3.30628E-01
current step size = 7.35642E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.862E-01 n/a 1.000E+00 n/a n/a n/a
current norm 4.883E-02 4.888E-01 1.627E-02 5.409E-03 8.465E+01 1.380E-01
initial norm 2.622E-01 8.844E-01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 5.465E-03 5.203E-03 9.117E-04 -3.209E-05 6.751E-01 7.171E-03
at node ID 1750 1769 1751 1751 1751 1769
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.465E+01 exceeds prior maximum 8.859E+00
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.565E-01 n/a 1.139E+00 n/a n/a n/a
current norm 4.329E-02 5.055E-01 1.853E-02 2.691E-03 2.244E+02 1.315E-01
initial norm 2.766E-01 1.346E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 6.030E-03 6.314E-03 7.967E-04 -4.162E-05 2.128E+00 8.914E-03
at node ID 1768 1769 1751 1768 1751 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.244E+02 exceeds prior maximum 8.465E+01
automatically REFORMING stiffness matrix...
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.539E-01 n/a 2.457E+00 n/a n/a n/a
current norm 4.549E-02 5.815E-01 3.998E-02 1.738E-03 2.362E+02 3.944E-01
initial norm 2.955E-01 1.869E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 7.024E-03 7.896E-03 8.330E-04 -1.914E-04 2.258E+00 2.807E-02
at node ID 1768 270 1767 1750 1774 1769
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.362E+02 exceeds prior maximum 2.244E+02
automatically REFORMING stiffness matrix...
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.322E-01 n/a 2.715E+00 n/a n/a n/a
current norm 4.178E-02 5.532E-01 4.417E-02 4.476E-03 2.487E+02 5.314E-01
initial norm 3.161E-01 2.264E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 5.106E-03 6.789E-03 1.359E-03 -1.378E-04 2.603E+00 4.290E-02
at node ID 300 329 1752 1769 1752 1774
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.487E+02 exceeds prior maximum 2.362E+02
automatically REFORMING stiffness matrix...
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.250E-01 n/a 2.685E+00 n/a n/a n/a
current norm 4.225E-02 5.903E-01 4.369E-02 3.039E-03 2.686E+02 7.146E-01
initial norm 3.379E-01 2.645E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 5.918E-03 7.524E-03 1.529E-03 -1.406E-04 2.990E+00 4.161E-02
at node ID 1250 1880 1881 300 1881 1752
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.686E+02 exceeds prior maximum 2.487E+02
automatically REFORMING stiffness matrix...
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.127E-01 n/a 2.866E+00 n/a n/a n/a
current norm 4.040E-02 5.703E-01 4.663E-02 2.870E-03 2.188E+02 9.856E-01
initial norm 3.585E-01 3.000E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 5.136E-03 6.750E-03 7.000E-04 8.545E-05 1.730E+00 5.531E-02
at node ID 28 1872 125 1880 125 1878
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.738E-01 n/a 6.079E+00 n/a n/a n/a
current norm 1.041E-01 1.602E+00 9.891E-02 7.004E-03 5.272E+02 1.104E+00
initial norm 3.803E-01 3.425E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.153E-02 1.569E-02 -1.190E-02 -1.734E-03 3.497E+00 5.021E-02
at node ID 125 589 1866 590 125 1902
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.272E+02 exceeds prior maximum 2.686E+02
automatically REFORMING stiffness matrix...
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.805E-02 n/a 4.549E+00 n/a n/a n/a
current norm 3.856E-02 6.603E-01 7.401E-02 8.932E-03 2.195E+02 1.382E+00
initial norm 3.933E-01 3.686E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 5.615E-03 7.930E-03 1.331E-03 1.678E-04 2.865E+00 5.878E-02
at node ID 1916 155 1718 154 1915 1902
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.813E-01 n/a 8.278E+00 n/a n/a n/a
current norm 1.171E-01 2.053E+00 1.347E-01 3.401E-04 7.092E+02 1.850E+00
initial norm 4.161E-01 4.174E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.409E-02 2.187E-02 -3.114E-02 -6.823E-03 6.292E+00 9.928E-02
at node ID 355 155 355 354 384 385
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.092E+02 exceeds prior maximum 5.272E+02
automatically REFORMING stiffness matrix...
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.147E-01 n/a 7.172E+00 n/a n/a n/a
current norm 4.976E-02 7.674E-01 1.167E-01 1.531E-02 3.756E+02 2.254E+00
initial norm 4.339E-01 4.515E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 7.020E-03 8.065E-03 3.285E-03 -5.720E-04 3.739E+00 1.081E-01
at node ID 1934 1932 1922 1921 1918 1939
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.089E-01 n/a 1.011E+01 n/a n/a n/a
current norm 9.612E-02 1.680E+00 1.645E-01 1.534E-02 8.068E+02 2.780E+00
initial norm 4.600E-01 5.031E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.337E-02 2.170E-02 -1.429E-02 -6.555E-03 7.888E+00 1.250E-01
at node ID 1922 1940 529 1725 558 1928
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.068E+02 exceeds prior maximum 7.092E+02
automatically REFORMING stiffness matrix...
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.145E-02 n/a 7.502E+00 n/a n/a n/a
current norm 4.355E-02 7.708E-01 1.221E-01 1.003E-02 3.132E+02 2.777E+00
initial norm 4.762E-01 5.347E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 5.199E-03 7.460E-03 2.319E-03 5.031E-04 3.178E+00 1.790E-01
at node ID 558 1916 326 587 413 558
Iteration: 13 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.799E-01 n/a 7.729E+00 n/a n/a n/a
current norm 8.952E-02 1.479E+00 1.257E-01 4.978E-03 8.055E+02 3.028E+00
initial norm 4.977E-01 5.737E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.152E-02 1.526E-02 -1.426E-02 -2.765E-03 5.117E+00 2.048E-01
at node ID 1967 1985 558 1966 1923 558
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.822E-01 n/a 8.499E+00 n/a n/a n/a
current norm 9.377E-02 1.612E+00 1.383E-01 3.655E-03 1.046E+03 2.700E+00
initial norm 5.146E-01 6.010E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.095E-02 1.721E-02 -2.133E-02 -3.045E-03 8.618E+00 1.836E-01
at node ID 1940 151 181 1941 1923 587
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.046E+03 exceeds prior maximum 8.068E+02
automatically REFORMING stiffness matrix...
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.398E-01 n/a 1.324E+01 n/a n/a n/a
current norm 7.599E-02 1.203E+00 2.154E-01 9.896E-03 7.055E+02 5.240E+00
initial norm 5.437E-01 6.262E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.081E-02 1.679E-02 8.957E-03 -1.630E-03 7.692E+00 4.027E-01
at node ID 1940 752 1941 1940 1941 1940
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.857E-01 n/a 1.681E+01 n/a n/a n/a
current norm 1.049E-01 1.773E+00 2.735E-01 1.889E-02 1.135E+03 4.888E+00
initial norm 5.651E-01 6.550E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.385E-02 1.805E-02 -2.339E-02 -2.855E-03 5.116E+00 1.826E-01
at node ID 629 556 634 695 468 1941
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.135E+03 exceeds prior maximum 1.046E+03
automatically REFORMING stiffness matrix...
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.443E-01 n/a 1.915E+01 n/a n/a n/a
current norm 8.858E-02 1.460E+00 3.117E-01 7.020E-03 7.449E+02 8.505E+00
initial norm 6.139E-01 7.129E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.052E-02 2.022E-02 -2.361E-02 -4.292E-03 6.079E+00 4.100E-01
at node ID 586 615 56 1708 1185 1905
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.629E-01 n/a 2.181E+01 n/a n/a n/a
current norm 1.036E-01 1.819E+00 3.548E-01 3.128E-02 1.227E+03 7.207E+00
initial norm 6.356E-01 7.494E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.497E-02 1.908E-02 -7.395E-02 -1.076E-02 6.202E+00 4.135E-01
at node ID 58 1671 23 1187 1672 1187
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.227E+03 exceeds prior maximum 1.135E+03
automatically REFORMING stiffness matrix...
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.069E-01 n/a 1.896E+01 n/a n/a n/a
current norm 7.213E-02 1.310E+00 3.085E-01 4.783E-02 7.056E+02 9.248E+00
initial norm 6.746E-01 8.039E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 7.499E-03 1.390E-02 6.159E-03 -5.575E-03 5.221E+00 4.980E-01
at node ID 811 616 1185 1156 1185 1156
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.593E-01 n/a 1.969E+01 n/a n/a n/a
current norm 1.140E-01 2.056E+00 3.203E-01 4.954E-02 1.526E+03 7.028E+00
initial norm 7.159E-01 8.699E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.095E-02 1.554E-02 -1.592E-02 -2.746E-03 7.832E+00 3.215E-01
at node ID 811 123 1710 152 616 152
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.526E+03 exceeds prior maximum 1.227E+03
automatically REFORMING stiffness matrix...
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.005E-01 n/a 1.911E+01 n/a n/a n/a
current norm 7.580E-02 1.216E+00 3.110E-01 2.449E-02 6.002E+02 8.223E+00
initial norm 7.545E-01 9.171E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 9.572E-03 1.391E-02 6.660E-03 -1.680E-03 3.473E+00 3.413E-01
at node ID 2023 207 959 235 2023 2004
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.039E-01 n/a 2.186E+01 n/a n/a n/a
current norm 1.580E-01 2.495E+00 3.556E-01 2.817E-02 9.481E+02 8.749E+00
initial norm 7.750E-01 9.459E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 3.154E-02 3.755E-02 -4.819E-01 -4.639E-02 9.645E+00 5.530E-01
at node ID 959 960 959 2041 2023 987
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.962E-01 n/a 1.800E+01 n/a n/a n/a
current norm 1.572E-01 2.665E+00 2.928E-01 6.125E-02 1.287E+03 6.797E+00
initial norm 8.011E-01 9.834E+00 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.594E-02 2.973E-02 -7.586E-02 -2.257E-02 7.335E+00 2.415E-01
at node ID 2059 1591 1609 1591 1628 1590
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.738E-02 n/a 1.254E+01 n/a n/a n/a
current norm 6.469E-02 1.083E+00 2.040E-01 2.129E-02 1.531E+03 9.798E+00
initial norm 8.360E-01 1.024E+01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 6.058E-03 7.467E-03 -2.551E-03 -1.473E-03 7.573E+00 3.731E-01
at node ID 2041 1043 2023 1043 2041 1642
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.531E+03 exceeds prior maximum 1.526E+03
automatically REFORMING stiffness matrix...
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.672E-02 n/a 1.145E+01 n/a n/a n/a
current norm 7.340E-02 1.153E+00 1.864E-01 4.068E-02 7.679E+02 8.999E+00
initial norm 8.464E-01 1.020E+01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 9.229E-03 1.180E-02 3.844E-03 -1.592E-03 8.600E+00 2.975E-01
at node ID 2060 1591 1612 2061 1573 1644
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.533E-02 n/a 1.238E+01 n/a n/a n/a
current norm 8.251E-02 1.459E+00 2.015E-01 1.870E-02 2.140E+03 1.622E+01
initial norm 8.655E-01 1.030E+01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.092E-02 1.137E-02 8.906E-03 -3.290E-03 1.088E+01 6.096E-01
at node ID 1573 843 2026 1649 2021 1642
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.140E+03 exceeds prior maximum 1.531E+03
automatically REFORMING stiffness matrix...
Iteration: 27 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.250E-02 n/a 2.207E+01 n/a n/a n/a
current norm 8.304E-02 1.317E+00 3.591E-01 2.220E-02 7.819E+02 1.358E+01
initial norm 8.978E-01 1.050E+01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.193E-02 1.406E-02 -1.298E-02 -5.898E-03 1.130E+01 5.304E-01
at node ID 1573 1555 1573 1574 1573 1989
Iteration: 28 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.056E-01 n/a 1.545E+01 n/a n/a n/a
current norm 9.925E-02 1.660E+00 2.513E-01 8.942E-02 2.465E+03 1.703E+01
initial norm 9.402E-01 1.092E+01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 1.737E-02 1.856E-02 -6.306E-03 -3.492E-03 8.255E+00 6.221E-01
at node ID 1573 1555 213 1591 2020 1626
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.465E+03 exceeds prior maximum 2.140E+03
automatically REFORMING stiffness matrix...
Iteration: 29 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.718E-02 n/a 1.987E+01 n/a n/a n/a
current norm 9.341E-02 1.412E+00 3.232E-01 7.560E-02 1.063E+03 1.332E+01
initial norm 9.612E-01 1.096E+01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 2.235E-02 2.022E-02 -6.075E-02 -1.335E-02 2.271E+01 9.917E-01
at node ID 1573 1555 1573 1572 1574 1572
Iteration: 30 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.135E-01 n/a 3.232E+01 n/a n/a n/a
current norm 1.131E-01 1.679E+00 5.259E-01 2.935E-01 3.106E+03 2.373E+01
initial norm 9.962E-01 1.119E+01 1.627E-02 5.409E-03 8.465E+01 2.932E-01
------------ trans rot trans rot trans rot
nodal max 3.277E-02 2.901E-02 -2.168E-02 -8.355E-03 9.291E+00 5.533E-01
at node ID 1573 1574 1573 1573 1613 1590
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.106E+03 exceeds prior maximum 2.465E+03
automatically REFORMING stiffness matrix...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 7.35642E-05 dt(new) = 3.41455E-05
------------------------------------------------------------
Iterations summary for failed step 40 t= 3.3063E-01 08/07/26 01:19:42
Number of iterations = 30
Number of stiffness reformations = 16
Number of right hand side evaluations = 76
BEGIN implicit dynamics step 40 t= 3.3059E-01 08/07/26 01:19:42
============================================================
time = 3.30589E-01
current step size = 3.41455E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.575E-02 n/a 1.000E+00 n/a n/a n/a
current norm 2.238E-02 2.522E-01 1.319E-02 5.056E-03 6.030E+01 3.794E-02
initial norm 2.610E-01 8.773E-01 1.319E-02 5.056E-03 6.030E+01 5.026E-01
------------ trans rot trans rot trans rot
nodal max 2.619E-03 2.792E-03 1.661E-04 3.161E-06 5.006E-01 1.986E-03
at node ID 1750 1769 1751 1767 1751 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.030E+01 exceeds prior maximum 1.544E+01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.538E-02 n/a 2.420E-01 n/a n/a n/a
current norm 6.661E-03 1.211E-01 3.192E-03 6.074E-05 9.589E+00 3.292E-02
initial norm 2.625E-01 9.764E-01 1.319E-02 5.056E-03 6.030E+01 5.026E-01
------------ trans rot trans rot trans rot
nodal max 1.100E-03 1.823E-03 3.600E-05 1.568E-06 7.403E-02 2.558E-03
at node ID 1768 1750 1768 1767 1768 1731
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.065E-02 n/a 1.572E-01 n/a n/a n/a
current norm 8.103E-03 1.554E-01 2.073E-03 8.262E-05 1.772E+01 2.705E-02
initial norm 2.644E-01 1.107E+00 1.319E-02 5.056E-03 6.030E+01 5.026E-01
------------ trans rot trans rot trans rot
nodal max 1.346E-03 2.309E-03 5.243E-06 -2.558E-06 1.787E-01 1.970E-03
at node ID 1768 1750 1769 1750 1750 1731
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.125E-03 n/a 5.642E-03 n/a n/a n/a
current norm 8.267E-04 1.351E-02 7.440E-05 1.435E-06 2.069E+00 5.322E-03
initial norm 2.646E-01 1.114E+00 1.319E-02 5.056E-03 6.030E+01 5.026E-01
------------ trans rot trans rot trans rot
nodal max 1.107E-04 1.399E-04 2.351E-07 4.512E-08 1.791E-02 5.743E-04
at node ID 1769 1770 1882 1883 1882 1750
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.695E-03 n/a 5.428E-04 n/a n/a n/a
current norm 4.484E-04 7.130E-03 7.158E-06 1.517E-06 1.215E+00 2.237E-03
initial norm 2.646E-01 1.116E+00 1.319E-02 5.056E-03 6.030E+01 5.026E-01
------------ trans rot trans rot trans rot
nodal max 6.616E-05 6.877E-05 5.673E-08 7.855E-09 1.001E-02 1.710E-04
at node ID 1769 1750 1882 1715 1714 1715
Equilibrium iterations summary step 40 t= 3.3059E-01 08/07/26 01:19:43
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 6.6157E-05 vs Tolerance = 7.2312E-05
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 3.41455E-05 dt(new) = 5.41170E-05
------------------------------------------------------------
problem cycle = 3036
time = 3.3059E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 41 t= 3.3064E-01 08/07/26 01:19:43
============================================================
time = 3.30643E-01
current step size = 5.41170E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.776E-01 n/a 4.323E-01 n/a n/a n/a
current norm 1.036E-01 1.183E+00 1.239E-01 5.449E-02 1.076E+02 6.542E-01
initial norm 2.744E-01 1.415E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.499E-02 1.425E-02 -1.231E-02 -2.509E-03 1.035E+00 4.164E-02
at node ID 1768 1769 1768 1769 1751 1750
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.076E+02 exceeds prior maximum 2.425E+01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.855E-01 n/a 3.920E-01 n/a n/a n/a
current norm 8.722E-02 9.915E-01 1.123E-01 3.113E-02 4.880E+02 5.766E-01
initial norm 3.055E-01 2.129E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.246E-02 1.165E-02 -8.178E-03 -9.586E-04 4.395E+00 4.264E-02
at node ID 1768 1757 1768 1769 1882 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 4.880E+02 exceeds prior maximum 1.076E+02
automatically REFORMING stiffness matrix...
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.317E-01 n/a 3.085E-01 n/a n/a n/a
current norm 4.321E-02 5.945E-01 8.839E-02 8.220E-03 2.550E+02 5.722E-01
initial norm 3.282E-01 2.539E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.696E-03 6.390E-03 1.263E-03 -1.572E-04 2.678E+00 4.500E-02
at node ID 1767 329 1752 1769 1752 300
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.036E-01 n/a 1.460E-01 n/a n/a n/a
current norm 3.578E-02 6.028E-01 4.183E-02 9.883E-04 4.221E+02 9.986E-01
initial norm 3.455E-01 2.948E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 6.780E-03 7.156E-03 -2.098E-03 -3.013E-04 3.872E+00 6.600E-02
at node ID 53 1249 1250 1251 1250 1251
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.767E-02 n/a 1.160E-01 n/a n/a n/a
current norm 3.098E-02 5.842E-01 3.324E-02 9.404E-03 3.687E+02 6.950E-01
initial norm 3.534E-01 3.098E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.630E-03 8.056E-03 -1.372E-03 -3.567E-04 3.347E+00 4.508E-02
at node ID 1752 1753 1753 1871 1881 1871
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.563E-02 n/a 7.599E-02 n/a n/a n/a
current norm 2.375E-02 4.445E-01 2.177E-02 5.331E-03 5.805E+02 1.239E+00
initial norm 3.618E-01 3.186E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.987E-03 5.245E-03 -8.321E-04 -1.437E-04 4.930E+00 8.384E-02
at node ID 1871 1872 1753 1754 1755 28
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.805E+02 exceeds prior maximum 4.880E+02
automatically REFORMING stiffness matrix...
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.192E-02 n/a 9.055E-02 n/a n/a n/a
current norm 1.905E-02 2.638E-01 2.595E-02 5.416E-03 5.300E+01 4.529E-01
initial norm 3.669E-01 3.299E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.328E-03 3.164E-03 1.902E-04 3.138E-05 5.424E-01 2.081E-02
at node ID 126 155 1717 1872 1717 1745
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.051E-02 n/a 2.560E-02 n/a n/a n/a
current norm 1.889E-02 2.721E-01 7.336E-03 2.869E-04 1.787E+02 5.404E-01
initial norm 3.740E-01 3.439E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.595E-03 3.255E-03 2.270E-04 4.745E-05 1.061E+00 2.582E-02
at node ID 125 1779 1915 1872 1915 328
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.544E-01 n/a 8.714E-02 n/a n/a n/a
current norm 5.985E-02 9.397E-01 2.497E-02 2.975E-03 4.063E+02 7.092E-01
initial norm 3.877E-01 3.720E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 7.156E-03 9.888E-03 2.791E-03 -2.549E-04 2.390E+00 3.559E-02
at node ID 1745 1854 1761 1854 1718 1737
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.656E-02 n/a 5.707E-02 n/a n/a n/a
current norm 2.255E-02 4.065E-01 1.635E-02 3.169E-03 4.007E+02 8.520E-01
initial norm 3.987E-01 3.951E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.572E-03 4.080E-03 3.695E-04 9.264E-05 2.220E+00 4.079E-02
at node ID 1910 1699 154 1716 154 1716
Iteration: 11 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.509E-02 n/a 6.468E-02 n/a n/a n/a
current norm 3.032E-02 5.541E-01 1.854E-02 2.884E-03 3.616E+02 8.600E-01
initial norm 4.038E-01 4.098E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.036E-03 6.981E-03 -1.312E-03 -4.401E-04 3.342E+00 3.553E-02
at node ID 1718 1700 1719 1718 1718 1745
Iteration: 12 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.927E-02 n/a 9.069E-02 n/a n/a n/a
current norm 2.819E-02 5.167E-01 2.599E-02 4.190E-03 2.966E+02 1.180E+00
initial norm 4.070E-01 4.162E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.567E-03 5.080E-03 -1.136E-03 1.278E-04 1.653E+00 4.470E-02
at node ID 352 1873 1719 1921 1663 328
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.050E-02 n/a 6.494E-03 n/a n/a n/a
current norm 3.340E-02 5.121E-01 1.861E-03 1.228E-02 3.260E+02 8.495E-01
initial norm 4.149E-01 4.325E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.506E-03 4.193E-03 6.387E-04 -1.006E-04 1.498E+00 3.646E-02
at node ID 2030 1700 1909 2031 2031 328
Iteration: 14 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.202E-02 n/a 4.688E-02 n/a n/a n/a
current norm 2.583E-02 4.518E-01 1.344E-02 3.927E-03 3.078E+02 8.811E-01
initial norm 4.165E-01 4.362E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.668E-03 4.261E-03 7.360E-04 -2.282E-04 2.044E+00 3.323E-02
at node ID 181 152 181 326 181 1773
Iteration: 15 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.036E-02 n/a 3.164E-02 n/a n/a n/a
current norm 2.126E-02 3.705E-01 9.067E-03 1.712E-03 3.323E+02 1.293E+00
initial norm 4.221E-01 4.489E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.202E-03 3.728E-03 1.425E-04 -1.015E-04 1.463E+00 5.046E-02
at node ID 727 1760 1713 1714 327 1721
Iteration: 16 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.952E-02 n/a 3.522E-02 n/a n/a n/a
current norm 1.670E-02 3.303E-01 1.009E-02 3.031E-03 4.752E+02 1.320E+00
initial norm 4.225E-01 4.509E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.919E-03 2.928E-03 3.949E-04 -1.068E-04 3.006E+00 6.237E-02
at node ID 181 152 181 1764 1746 1755
Iteration: 17 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.015E-02 n/a 7.189E-02 n/a n/a n/a
current norm 2.978E-02 4.538E-01 2.060E-02 1.364E-03 4.229E+02 1.200E+00
initial norm 4.246E-01 4.566E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.650E-03 4.409E-03 -1.822E-03 -4.257E-04 1.817E+00 5.725E-02
at node ID 1745 1764 1763 1764 1725 415
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 18 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.195E-02 n/a 6.578E-02 n/a n/a n/a
current norm 1.801E-02 2.573E-01 1.885E-02 3.039E-04 4.240E+01 9.411E-01
initial norm 4.294E-01 4.622E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.192E-03 2.532E-03 4.151E-04 4.391E-05 3.802E-01 4.264E-02
at node ID 1724 1710 1711 1725 181 238
Iteration: 19 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.802E-02 n/a 6.042E-02 n/a n/a n/a
current norm 3.436E-02 4.907E-01 1.732E-02 1.040E-03 3.062E+02 1.523E+00
initial norm 4.404E-01 4.802E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.944E-03 5.774E-03 9.007E-04 -1.663E-04 1.954E+00 6.543E-02
at node ID 1724 1725 558 1905 181 499
Iteration: 20 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.264E-01 n/a 1.057E-01 n/a n/a n/a
current norm 5.698E-02 8.072E-01 3.030E-02 7.550E-03 4.484E+02 1.611E+00
initial norm 4.508E-01 4.983E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 7.331E-03 8.722E-03 -5.310E-03 -6.299E-04 2.791E+00 6.902E-02
at node ID 1724 1706 1724 1706 558 1743
Iteration: 21 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.181E-02 n/a 7.362E-02 n/a n/a n/a
current norm 2.376E-02 3.451E-01 2.110E-02 2.574E-03 3.963E+02 1.597E+00
initial norm 4.586E-01 5.118E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.987E-03 3.783E-03 4.943E-04 1.086E-04 2.940E+00 8.940E-02
at node ID 629 1124 1765 1905 1725 1725
Iteration: 22 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.737E-02 n/a 5.099E-02 n/a n/a n/a
current norm 2.696E-02 4.122E-01 1.461E-02 7.665E-03 3.973E+02 2.186E+00
initial norm 4.700E-01 5.299E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.236E-03 4.247E-03 -1.232E-03 1.698E-04 1.998E+00 8.635E-02
at node ID 1706 1707 1724 184 1706 1711
Iteration: 23 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.241E-02 n/a 3.760E-02 n/a n/a n/a
current norm 3.012E-02 4.548E-01 1.077E-02 1.011E-02 5.756E+02 1.978E+00
initial norm 4.827E-01 5.473E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.741E-03 4.802E-03 -6.357E-04 1.970E-04 2.341E+00 1.160E-01
at node ID 155 1977 155 1711 1978 181
Iteration: 24 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.317E-02 n/a 6.712E-02 n/a n/a n/a
current norm 4.707E-02 7.256E-01 1.924E-02 9.002E-03 8.673E+02 3.114E+00
initial norm 5.052E-01 5.798E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.655E-03 6.650E-03 -1.199E-03 -5.651E-04 4.130E+00 1.219E-01
at node ID 1706 1958 153 561 120 184
DIVERGENCE (increasing translational residual norm) detected:
current norm 8.673E+02 exceeds prior maximum 5.805E+02
automatically REFORMING stiffness matrix...
Iteration: 25 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.953E-02 n/a 1.818E-01 n/a n/a n/a
current norm 2.539E-02 4.214E-01 5.209E-02 6.518E-03 9.305E+01 1.652E+00
initial norm 5.126E-01 5.847E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.486E-03 3.214E-03 3.343E-04 -6.394E-05 4.479E-01 7.037E-02
at node ID 180 1666 1692 209 2059 1693
Iteration: 26 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.915E-02 n/a 8.645E-02 n/a n/a n/a
current norm 3.643E-02 5.759E-01 2.477E-02 7.287E-04 4.761E+02 1.994E+00
initial norm 5.268E-01 6.031E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.245E-03 5.262E-03 7.608E-04 -1.151E-04 1.698E+00 7.883E-02
at node ID 180 294 323 181 1692 1927
Iteration: 27 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.642E-01 n/a 2.290E-01 n/a n/a n/a
current norm 8.922E-02 1.423E+00 6.563E-02 1.264E-02 7.752E+02 2.634E+00
initial norm 5.434E-01 6.261E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 8.005E-03 1.356E-02 -4.138E-03 -3.330E-03 3.561E+00 6.424E-02
at node ID 323 294 869 294 1662 1725
Iteration: 28 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.904E-02 n/a 1.298E-01 n/a n/a n/a
current norm 3.307E-02 5.378E-01 3.719E-02 6.105E-03 7.073E+02 2.757E+00
initial norm 5.601E-01 6.479E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.573E-03 3.948E-03 1.045E-03 1.424E-04 2.820E+00 1.084E-01
at node ID 838 119 628 439 1254 528
Iteration: 29 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.806E-02 n/a 1.800E-01 n/a n/a n/a
current norm 4.556E-02 7.348E-01 5.159E-02 3.535E-03 9.126E+02 4.194E+00
initial norm 5.836E-01 6.761E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.677E-03 6.311E-03 -1.631E-03 4.631E-04 4.720E+00 1.190E-01
at node ID 381 409 381 751 2078 751
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.126E+02 exceeds prior maximum 8.673E+02
automatically REFORMING stiffness matrix...
Iteration: 30 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.753E-02 n/a 1.884E-01 n/a n/a n/a
current norm 2.839E-02 4.213E-01 5.399E-02 1.257E-02 1.142E+02 2.294E+00
initial norm 5.972E-01 6.812E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.161E-03 3.489E-03 4.310E-04 -6.725E-05 4.887E-01 7.672E-02
at node ID 721 692 1923 2060 296 720
Iteration: 31 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.877E-02 n/a 8.749E-02 n/a n/a n/a
current norm 3.623E-02 5.148E-01 2.507E-02 3.233E-04 4.065E+02 3.079E+00
initial norm 6.164E-01 6.946E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.498E-03 5.655E-03 8.047E-04 -2.404E-04 1.786E+00 1.263E-01
at node ID 721 692 296 1926 325 720
Iteration: 32 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.367E-01 n/a 2.330E-01 n/a n/a n/a
current norm 8.764E-02 1.289E+00 6.678E-02 1.324E-02 7.647E+02 3.271E+00
initial norm 6.409E-01 7.153E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 8.490E-03 1.316E-02 -8.395E-03 -9.968E-04 2.707E+00 1.129E-01
at node ID 721 616 721 1890 1913 1706
Iteration: 33 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.353E-02 n/a 1.468E-01 n/a n/a n/a
current norm 3.531E-02 5.542E-01 4.207E-02 6.645E-03 7.590E+02 3.601E+00
initial norm 6.596E-01 7.313E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.972E-03 3.723E-03 -8.177E-04 2.405E-04 2.264E+00 1.242E-01
at node ID 12 11 1725 1726 442 1924
Iteration: 34 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.656E-02 n/a 1.517E-01 n/a n/a n/a
current norm 4.570E-02 7.900E-01 4.346E-02 1.185E-02 8.543E+02 4.849E+00
initial norm 6.866E-01 7.576E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.096E-03 8.581E-03 -3.492E-03 4.298E-04 5.757E+00 1.161E-01
at node ID 587 123 56 1707 1924 1636
Iteration: 35 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.147E-02 n/a 1.683E-01 n/a n/a n/a
current norm 3.580E-02 6.243E-01 4.824E-02 1.761E-02 7.473E+02 4.856E+00
initial norm 6.957E-01 7.658E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.446E-03 5.777E-03 -1.913E-03 -3.349E-04 2.479E+00 1.864E-01
at node ID 1936 1914 26 1941 1936 1926
Iteration: 36 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.393E-02 n/a 8.446E-02 n/a n/a n/a
current norm 4.521E-02 6.611E-01 2.420E-02 2.095E-02 7.051E+02 3.510E+00
initial norm 7.071E-01 7.756E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.042E-03 4.979E-03 -2.263E-03 -4.466E-04 2.199E+00 1.463E-01
at node ID 12 1190 1161 1190 1161 1926
Iteration: 37 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.193E-02 n/a 9.674E-02 n/a n/a n/a
current norm 3.737E-02 5.900E-01 2.772E-02 1.159E-02 6.757E+02 3.207E+00
initial norm 7.198E-01 7.858E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.974E-03 5.385E-03 7.300E-04 -3.214E-04 1.771E+00 8.809E-02
at node ID 1987 1917 1666 1935 1924 1940
Iteration: 38 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.432E-02 n/a 1.108E-01 n/a n/a n/a
current norm 4.017E-02 7.258E-01 3.176E-02 8.978E-03 1.008E+03 6.351E+00
initial norm 7.394E-01 8.053E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.297E-03 6.786E-03 -1.406E-03 -9.513E-04 3.643E+00 2.285E-01
at node ID 11 293 1936 1923 1936 1941
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.008E+03 exceeds prior maximum 9.126E+02
automatically REFORMING stiffness matrix...
Iteration: 39 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.615E-02 n/a 1.992E-01 n/a n/a n/a
current norm 3.439E-02 5.230E-01 5.707E-02 1.509E-02 1.625E+02 3.628E+00
initial norm 7.452E-01 8.061E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.735E-03 5.089E-03 2.439E-03 -4.170E-04 1.596E+00 2.054E-01
at node ID 1988 1043 1014 295 1014 2007
Iteration: 40 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.632E-02 n/a 2.239E-01 n/a n/a n/a
current norm 6.561E-02 1.011E+00 6.417E-02 1.378E-03 8.017E+02 5.987E+00
initial norm 7.601E-01 8.189E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 8.007E-03 1.219E-02 1.268E-02 -3.055E-03 7.367E+00 2.478E-01
at node ID 1967 1966 1972 295 1014 2008
Iteration: 41 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.822E-02 n/a 2.478E-01 n/a n/a n/a
current norm 4.538E-02 7.555E-01 7.101E-02 1.597E-02 1.034E+03 5.853E+00
initial norm 7.796E-01 8.349E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.802E-03 8.557E-03 -1.099E-03 -7.106E-04 5.849E+00 2.460E-01
at node ID 439 440 1971 1923 439 1931
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.034E+03 exceeds prior maximum 1.008E+03
automatically REFORMING stiffness matrix...
Iteration: 42 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.158E-02 n/a 2.078E-01 n/a n/a n/a
current norm 2.502E-02 3.750E-01 5.954E-02 4.208E-03 7.512E+01 2.994E+00
initial norm 7.924E-01 8.395E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.356E-03 3.419E-03 2.992E-04 2.273E-04 5.641E-01 1.853E-01
at node ID 1970 1934 1719 1936 326 1936
Iteration: 43 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.601E-02 n/a 4.081E-02 n/a n/a n/a
current norm 2.091E-02 3.431E-01 1.169E-02 1.833E-03 2.305E+02 2.338E+00
initial norm 8.039E-01 8.465E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.758E-03 4.558E-03 6.263E-04 1.900E-04 1.819E+00 1.084E-01
at node ID 924 1934 326 896 1914 412
Iteration: 44 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.110E-02 n/a 6.848E-02 n/a n/a n/a
current norm 4.225E-02 6.933E-01 1.962E-02 1.597E-03 3.924E+02 2.238E+00
initial norm 8.268E-01 8.651E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.966E-03 7.360E-03 1.637E-03 -2.177E-04 2.550E+00 1.093E-01
at node ID 1916 1934 1719 1936 1914 1968
Iteration: 45 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.284E-03 n/a 3.811E-02 n/a n/a n/a
current norm 7.685E-03 1.483E-01 1.092E-02 4.709E-04 1.770E+02 2.530E+00
initial norm 8.278E-01 8.652E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.009E-03 1.721E-03 -1.507E-04 -8.295E-05 9.957E-01 1.291E-01
at node ID 1916 1934 1916 896 1916 1936
Iteration: 46 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.170E-02 n/a 4.313E-02 n/a n/a n/a
current norm 2.639E-02 5.212E-01 1.236E-02 6.316E-03 3.025E+02 2.978E+00
initial norm 8.325E-01 8.662E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.920E-03 1.107E-02 3.649E-03 -7.719E-04 3.353E+00 2.180E-01
at node ID 1915 355 326 924 326 1936
Iteration: 47 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.937E-02 n/a 2.982E-02 n/a n/a n/a
current norm 4.196E-02 7.508E-01 8.546E-03 9.970E-03 6.471E+02 4.295E+00
initial norm 8.498E-01 8.812E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.674E-03 1.033E-02 5.977E-03 -1.104E-03 8.817E+00 2.142E-01
at node ID 184 1915 1914 1915 1915 1936
Iteration: 48 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.056E-02 n/a 1.233E-01 n/a n/a n/a
current norm 3.466E-02 6.671E-01 3.535E-02 2.011E-03 6.973E+02 5.437E+00
initial norm 8.546E-01 8.862E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.685E-03 1.308E-02 -1.202E-02 -4.783E-03 1.100E+01 2.080E-01
at node ID 326 355 384 355 355 1968
Iteration: 49 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.303E-01 n/a 6.084E-01 n/a n/a n/a
current norm 1.119E-01 2.241E+00 1.744E-01 1.492E-02 7.882E+02 8.399E+00
initial norm 8.590E-01 8.919E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.435E-02 3.091E-02 -3.748E-02 2.337E-02 5.328E+00 4.119E-01
at node ID 982 953 326 355 953 1936
Iteration: 50 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.826E-02 n/a 3.336E-01 n/a n/a n/a
current norm 5.934E-02 1.149E+00 9.559E-02 7.708E-03 9.866E+02 9.823E+00
initial norm 8.694E-01 9.015E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.075E-02 2.699E-02 -2.917E-02 -2.121E-02 1.255E+01 6.006E-01
at node ID 326 355 1916 355 1916 412
Iteration: 51 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.960E-01 n/a 1.558E+00 n/a n/a n/a
current norm 2.596E-01 4.989E+00 4.463E-01 1.278E-03 1.247E+03 1.079E+01
initial norm 8.769E-01 9.090E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.818E-02 1.261E-01 -5.320E+00 -4.786E+00 1.098E+01 6.256E-01
at node ID 982 953 982 953 1717 412
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.247E+03 exceeds prior maximum 1.034E+03
automatically REFORMING stiffness matrix...
Iteration: 52 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.731E-02 n/a 8.237E-01 n/a n/a n/a
current norm 6.112E-02 8.257E-01 2.360E-01 6.272E-03 3.875E+02 1.033E+01
initial norm 9.081E-01 9.337E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 8.833E-03 1.849E-02 1.370E-02 2.996E-03 9.627E+00 6.544E-01
at node ID 1917 1916 1917 897 1917 897
Iteration: 53 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.142E-02 n/a 2.802E-01 n/a n/a n/a
current norm 3.844E-02 5.676E-01 8.028E-02 7.404E-03 5.086E+02 5.085E+00
initial norm 9.280E-01 9.505E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.452E-03 8.233E-03 -2.064E-03 1.179E-03 3.961E+00 3.698E-01
at node ID 328 357 298 1916 1917 1917
Iteration: 54 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.772E-02 n/a 7.371E-02 n/a n/a n/a
current norm 3.541E-02 4.824E-01 2.112E-02 1.654E-02 4.150E+02 4.023E+00
initial norm 9.389E-01 9.606E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.859E-03 1.271E-02 -6.979E-03 -6.070E-03 3.750E+00 1.861E-01
at node ID 1917 1916 1916 1916 1917 211
Iteration: 55 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.581E-02 n/a 8.246E-02 n/a n/a n/a
current norm 2.455E-02 3.709E-01 2.363E-02 2.446E-03 3.537E+02 3.848E+00
initial norm 9.511E-01 9.699E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.058E-03 3.576E-03 -1.367E-03 -6.619E-04 4.113E+00 3.414E-01
at node ID 747 1915 954 982 982 982
Iteration: 56 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.246E-02 n/a 5.077E-02 n/a n/a n/a
current norm 2.143E-02 3.434E-01 1.455E-02 6.868E-03 5.390E+02 4.177E+00
initial norm 9.541E-01 9.698E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.754E-03 7.311E-03 -3.465E-03 -9.951E-04 9.505E+00 3.535E-01
at node ID 982 953 982 924 982 1917
Iteration: 57 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.482E-02 n/a 5.862E-02 n/a n/a n/a
current norm 1.414E-02 2.387E-01 1.680E-02 8.171E-03 4.005E+02 3.057E+00
initial norm 9.542E-01 9.694E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.874E-03 5.387E-03 1.016E-03 -1.070E-03 3.139E+00 2.488E-01
at node ID 980 953 982 924 326 897
Iteration: 58 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.438E-02 n/a 5.402E-02 n/a n/a n/a
current norm 1.370E-02 2.154E-01 1.548E-02 3.356E-03 3.372E+02 3.470E+00
initial norm 9.528E-01 9.700E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.490E-03 3.858E-03 -6.821E-04 -4.479E-04 2.853E+00 2.836E-01
at node ID 980 951 982 951 413 1012
Iteration: 59 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.665E-02 n/a 3.765E-02 n/a n/a n/a
current norm 1.588E-02 2.507E-01 1.079E-02 3.155E-03 2.922E+02 2.352E+00
initial norm 9.534E-01 9.699E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.065E-03 2.670E-03 3.078E-04 -1.466E-04 2.132E+00 1.538E-01
at node ID 1038 415 387 1717 358 897
Iteration: 60 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.441E-02 n/a 3.895E-02 n/a n/a n/a
current norm 2.334E-02 3.758E-01 1.116E-02 2.124E-03 4.827E+02 3.097E+00
initial norm 9.562E-01 9.699E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.998E-03 4.697E-03 -1.072E-03 -4.781E-04 3.757E+00 2.562E-01
at node ID 980 950 980 951 982 1935
Iteration: 61 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.514E-02 n/a 3.973E-02 n/a n/a n/a
current norm 1.442E-02 2.278E-01 1.138E-02 3.771E-03 3.295E+02 2.469E+00
initial norm 9.529E-01 9.665E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.002E-03 3.361E-03 -4.171E-04 -2.803E-04 2.393E+00 2.019E-01
at node ID 387 358 328 357 951 897
Iteration: 62 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.494E-02 n/a 3.976E-02 n/a n/a n/a
current norm 2.374E-02 3.802E-01 1.139E-02 4.982E-03 4.660E+02 2.846E+00
initial norm 9.522E-01 9.671E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.553E-03 3.930E-03 -7.811E-04 7.003E-04 3.539E+00 2.455E-01
at node ID 729 983 982 984 982 984
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 63 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.522E-02 n/a 5.129E-02 n/a n/a n/a
current norm 1.451E-02 2.404E-01 1.470E-02 4.646E-03 4.160E+01 1.743E+00
initial norm 9.534E-01 9.670E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.254E-03 4.452E-03 4.999E-04 -1.434E-04 6.911E-01 1.088E-01
at node ID 144 950 979 357 979 983
Iteration: 64 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.894E-02 n/a 3.420E-02 n/a n/a n/a
current norm 1.810E-02 3.053E-01 9.799E-03 1.984E-03 1.888E+02 1.833E+00
initial norm 9.556E-01 9.676E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.403E-03 8.771E-03 1.165E-03 -2.282E-04 3.761E+00 9.088E-02
at node ID 921 950 951 357 979 984
Iteration: 65 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.089E-02 n/a 9.100E-02 n/a n/a n/a
current norm 4.875E-02 8.465E-01 2.608E-02 7.676E-03 3.061E+02 1.811E+00
initial norm 9.580E-01 9.692E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.263E-02 2.424E-02 -3.638E-02 -9.899E-03 7.227E+00 9.753E-02
at node ID 921 950 979 950 979 982
Iteration: 66 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.149E-02 n/a 4.880E-02 n/a n/a n/a
current norm 2.066E-02 3.633E-01 1.399E-02 2.705E-03 3.476E+02 2.118E+00
initial norm 9.613E-01 9.722E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.811E-03 7.644E-03 1.790E-03 4.502E-04 5.671E+00 1.808E-01
at node ID 387 358 358 950 329 983
Iteration: 67 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.519E-02 n/a 5.651E-02 n/a n/a n/a
current norm 2.430E-02 4.365E-01 1.619E-02 3.529E-03 3.576E+02 4.103E+00
initial norm 9.649E-01 9.759E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.274E-03 9.342E-03 -1.175E-02 7.149E-04 1.344E+01 3.656E-01
at node ID 921 950 979 358 950 357
Iteration: 68 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.538E-02 n/a 9.027E-02 n/a n/a n/a
current norm 1.486E-02 2.765E-01 2.587E-02 3.684E-03 4.751E+02 3.745E+00
initial norm 9.659E-01 9.765E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.231E-03 6.624E-03 -4.935E-03 -8.255E-04 7.683E+00 2.068E-01
at node ID 979 950 979 950 358 984
Iteration: 69 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.509E-02 n/a 4.808E-02 n/a n/a n/a
current norm 2.429E-02 3.850E-01 1.378E-02 1.282E-02 3.676E+02 2.457E+00
initial norm 9.680E-01 9.792E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.871E-03 9.026E-03 -7.589E-03 -2.979E-03 8.849E+00 2.038E-01
at node ID 387 358 387 358 357 327
Iteration: 70 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.211E-02 n/a 8.871E-02 n/a n/a n/a
current norm 2.142E-02 3.546E-01 2.542E-02 4.047E-03 2.658E+02 1.945E+00
initial norm 9.685E-01 9.798E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.579E-03 7.987E-03 -1.574E-02 -1.747E-03 1.683E+00 9.492E-02
at node ID 329 358 329 328 1512 326
Iteration: 71 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.838E-02 n/a 7.993E-02 n/a n/a n/a
current norm 2.752E-02 5.068E-01 2.290E-02 3.975E-03 3.116E+02 1.996E+00
initial norm 9.699E-01 9.814E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.179E-03 8.959E-03 -2.685E-02 -3.078E-03 7.539E+00 1.266E-01
at node ID 951 950 979 950 979 922
Iteration: 72 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.144E-02 n/a 5.802E-02 n/a n/a n/a
current norm 2.088E-02 3.903E-01 1.663E-02 4.406E-04 4.031E+02 2.602E+00
initial norm 9.740E-01 9.876E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.398E-03 7.331E-03 -8.532E-03 -2.280E-03 1.442E+01 3.142E-01
at node ID 951 980 980 980 951 980
Iteration: 73 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.910E-02 n/a 1.200E-01 n/a n/a n/a
current norm 2.843E-02 5.095E-01 3.440E-02 2.871E-03 7.005E+02 4.257E+00
initial norm 9.772E-01 9.945E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.986E-03 7.871E-03 6.501E-03 -7.960E-04 1.122E+01 2.347E-01
at node ID 357 328 357 299 357 922
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 74 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.169E-02 n/a 1.863E-01 n/a n/a n/a
current norm 2.121E-02 4.093E-01 5.340E-02 2.688E-03 7.402E+01 2.374E+00
initial norm 9.781E-01 9.948E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.067E-03 7.944E-03 1.904E-03 5.535E-04 2.021E+00 1.896E-01
at node ID 357 329 950 328 950 358
Iteration: 75 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.069E-02 n/a 4.831E-02 n/a n/a n/a
current norm 2.025E-02 3.404E-01 1.384E-02 2.270E-04 2.016E+02 2.046E+00
initial norm 9.790E-01 9.975E+00 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.171E-03 7.398E-03 1.612E-03 -3.668E-04 4.181E+00 1.809E-01
at node ID 358 329 950 387 950 1905
Iteration: 76 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.298E-02 n/a 8.534E-02 n/a n/a n/a
current norm 4.217E-02 7.053E-01 2.446E-02 9.841E-04 3.503E+02 2.635E+00
initial norm 9.811E-01 1.003E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 8.101E-03 1.413E-02 -4.405E-03 -2.217E-03 3.313E+00 3.029E-01
at node ID 358 329 357 357 328 1905
Iteration: 77 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.418E-02 n/a 7.060E-02 n/a n/a n/a
current norm 2.380E-02 4.349E-01 2.023E-02 9.890E-04 3.825E+02 3.629E+00
initial norm 9.842E-01 1.008E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.689E-03 1.055E-02 -2.113E-03 -1.411E-03 5.584E+00 3.264E-01
at node ID 950 979 950 357 328 387
Iteration: 78 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.384E-02 n/a 9.085E-02 n/a n/a n/a
current norm 2.360E-02 4.126E-01 2.603E-02 2.637E-03 4.163E+02 4.521E+00
initial norm 9.898E-01 1.012E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.452E-03 7.443E-03 -4.277E-03 1.393E-03 1.250E+01 5.881E-01
at node ID 358 329 979 329 950 1923
Iteration: 79 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.055E-02 n/a 6.833E-02 n/a n/a n/a
current norm 2.043E-02 3.519E-01 1.958E-02 1.128E-02 3.999E+02 3.335E+00
initial norm 9.943E-01 1.015E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.565E-03 1.094E-02 -3.002E-03 -2.037E-03 6.956E+00 3.745E-01
at node ID 950 979 950 979 950 1887
Iteration: 80 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.203E-02 n/a 8.560E-02 n/a n/a n/a
current norm 2.188E-02 4.237E-01 2.453E-02 9.384E-03 3.460E+02 3.039E+00
initial norm 9.931E-01 1.014E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.371E-03 7.752E-03 -5.493E-03 -2.026E-03 4.139E+00 2.861E-01
at node ID 67 979 1941 1959 329 1941
Iteration: 81 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.400E-02 n/a 7.067E-02 n/a n/a n/a
current norm 2.384E-02 4.289E-01 2.025E-02 3.926E-03 2.938E+02 2.947E+00
initial norm 9.936E-01 1.016E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.182E-03 6.167E-03 2.838E-03 -1.172E-03 5.553E+00 2.827E-01
at node ID 586 588 329 329 1008 1886
Iteration: 82 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.612E-02 n/a 8.771E-02 n/a n/a n/a
current norm 2.596E-02 4.809E-01 2.513E-02 2.151E-03 3.103E+02 3.146E+00
initial norm 9.940E-01 1.016E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.542E-03 5.958E-03 -5.806E-03 -2.107E-03 6.466E+00 3.189E-01
at node ID 151 1105 329 328 358 328
Iteration: 83 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.280E-02 n/a 1.289E-01 n/a n/a n/a
current norm 5.262E-02 9.259E-01 3.693E-02 9.806E-04 4.366E+02 3.423E+00
initial norm 9.966E-01 1.019E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 9.959E-03 1.759E-02 -4.104E-02 -1.379E-02 5.142E+00 3.821E-01
at node ID 358 329 300 329 300 1941
Iteration: 84 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.262E-02 n/a 1.375E-01 n/a n/a n/a
current norm 5.269E-02 9.679E-01 3.940E-02 7.992E-05 5.385E+02 3.882E+00
initial norm 1.001E+00 1.024E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 7.141E-03 1.375E-02 -2.652E-02 -2.787E-03 1.130E+01 3.444E-01
at node ID 151 1037 1008 1008 979 1941
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 85 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.180E-02 n/a 1.416E-01 n/a n/a n/a
current norm 2.187E-02 4.040E-01 4.058E-02 2.218E-03 9.797E+01 4.159E+00
initial norm 1.003E+00 1.025E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.077E-03 1.044E-02 7.427E-03 -1.005E-03 4.365E+00 3.546E-01
at node ID 329 300 329 358 329 1157
Iteration: 86 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.999E-02 n/a 2.052E-01 n/a n/a n/a
current norm 5.030E-02 8.946E-01 5.880E-02 6.807E-03 4.675E+02 6.598E+00
initial norm 1.006E+00 1.032E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.152E-02 1.782E-02 1.973E-02 -6.872E-03 1.380E+01 6.069E-01
at node ID 979 1008 329 300 329 1157
Iteration: 87 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.779E-02 n/a 4.151E-01 n/a n/a n/a
current norm 7.841E-02 1.365E+00 1.190E-01 2.591E-02 6.589E+02 7.077E+00
initial norm 1.008E+00 1.036E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.672E-02 2.681E-02 -8.543E-02 -2.138E-02 1.079E+01 6.800E-01
at node ID 1130 1101 1130 1101 1130 1158
Iteration: 88 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.359E-02 n/a 3.294E-01 n/a n/a n/a
current norm 4.419E-02 8.340E-01 9.441E-02 8.968E-03 8.953E+02 8.059E+00
initial norm 1.014E+00 1.046E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 9.909E-03 1.284E-02 -1.256E-02 3.604E-03 1.565E+01 7.988E-01
at node ID 329 1008 979 1008 1130 151
Iteration: 89 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.633E-02 n/a 3.322E-01 n/a n/a n/a
current norm 2.681E-02 5.274E-01 9.520E-02 1.709E-02 7.099E+02 1.013E+01
initial norm 1.018E+00 1.041E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 6.509E-03 1.019E-02 -1.383E-02 4.848E-03 2.125E+01 1.106E+00
at node ID 1926 1101 300 183 300 183
Iteration: 90 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.967E-02 n/a 3.337E-01 n/a n/a n/a
current norm 3.024E-02 5.172E-01 9.563E-02 4.774E-02 5.513E+02 6.397E+00
initial norm 1.019E+00 1.043E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 7.057E-03 1.317E-02 -1.537E-02 -7.412E-03 8.897E+00 7.361E-01
at node ID 149 179 207 150 178 183
Iteration: 91 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.574E-02 n/a 2.101E-01 n/a n/a n/a
current norm 3.641E-02 6.294E-01 6.020E-02 3.089E-02 4.062E+02 4.095E+00
initial norm 1.019E+00 1.044E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 9.091E-03 1.261E-02 -2.873E-02 -8.789E-03 6.015E+00 3.964E-01
at node ID 1926 207 1926 1008 1130 154
Iteration: 92 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.541E-02 n/a 1.187E-01 n/a n/a n/a
current norm 2.589E-02 4.810E-01 3.402E-02 1.334E-02 2.659E+02 2.655E+00
initial norm 1.019E+00 1.045E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.753E-03 8.364E-03 -9.826E-03 2.196E-03 5.389E+00 2.240E-01
at node ID 722 207 1008 183 329 1925
Iteration: 93 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.035E-02 n/a 1.329E-01 n/a n/a n/a
current norm 4.113E-02 7.198E-01 3.809E-02 7.508E-03 2.485E+02 2.667E+00
initial norm 1.019E+00 1.046E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.013E-02 1.806E-02 -4.743E-02 -3.071E-02 3.131E+00 2.537E-01
at node ID 979 207 1008 1008 1943 720
Iteration: 94 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.946E-02 n/a 7.775E-02 n/a n/a n/a
current norm 3.010E-02 5.084E-01 2.228E-02 5.083E-04 3.102E+02 2.337E+00
initial norm 1.022E+00 1.048E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.860E-03 9.553E-03 -7.081E-03 -2.863E-03 3.831E+00 2.728E-01
at node ID 329 207 329 300 329 1125
Iteration: 95 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.463E-02 n/a 1.021E-01 n/a n/a n/a
current norm 2.521E-02 4.468E-01 2.927E-02 7.425E-05 3.361E+02 2.887E+00
initial norm 1.024E+00 1.049E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.407E-03 5.798E-03 -2.916E-03 1.302E-03 7.320E+00 4.240E-01
at node ID 1707 150 1100 1187 1130 1157
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 96 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.928E-02 n/a 7.751E-02 n/a n/a n/a
current norm 1.978E-02 3.311E-01 2.221E-02 7.221E-03 6.802E+01 3.689E+00
initial norm 1.026E+00 1.049E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.996E-03 7.205E-03 3.633E-03 -6.345E-04 2.088E+00 4.217E-01
at node ID 1670 1964 1963 1254 1670 1689
Iteration: 97 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.016E-02 n/a 1.792E-01 n/a n/a n/a
current norm 5.162E-02 8.763E-01 5.136E-02 7.568E-03 3.222E+02 5.791E+00
initial norm 1.029E+00 1.052E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.411E-02 2.578E-02 -2.191E-02 -1.374E-02 1.084E+01 7.456E-01
at node ID 1963 1964 1669 1964 1963 1689
Iteration: 98 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.747E-02 n/a 2.003E-01 n/a n/a n/a
current norm 3.878E-02 7.173E-01 5.740E-02 1.756E-02 6.058E+02 5.703E+00
initial norm 1.035E+00 1.059E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 9.327E-03 1.701E-02 -5.042E-03 -2.786E-03 1.006E+01 5.669E-01
at node ID 1963 1964 1706 1945 1963 1944
Iteration: 99 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.831E-02 n/a 2.530E-01 n/a n/a n/a
current norm 1.900E-02 3.606E-01 7.250E-02 2.794E-03 4.859E+02 6.177E+00
initial norm 1.038E+00 1.059E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.316E-03 6.552E-03 -5.065E-03 -4.643E-03 1.479E+01 1.070E+00
at node ID 1706 1670 1964 1689 1963 1707
Iteration: 100 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.140E-02 n/a 1.333E-01 n/a n/a n/a
current norm 2.226E-02 3.863E-01 3.821E-02 2.162E-02 4.177E+02 5.325E+00
initial norm 1.040E+00 1.061E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.272E-03 1.163E-02 -1.075E-02 -5.546E-03 1.625E+01 5.041E-01
at node ID 1963 1964 1964 1964 1963 1963
Iteration: 101 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.433E-02 n/a 2.144E-01 n/a n/a n/a
current norm 3.572E-02 6.010E-01 6.144E-02 2.735E-02 4.044E+02 5.158E+00
initial norm 1.040E+00 1.062E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 9.914E-03 1.709E-02 -4.341E-02 -3.191E-02 7.382E+00 8.388E-01
at node ID 1706 1688 1706 1689 1963 1707
Iteration: 102 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.662E-02 n/a 1.826E-01 n/a n/a n/a
current norm 3.815E-02 6.260E-01 5.234E-02 1.991E-02 3.300E+02 4.255E+00
initial norm 1.042E+00 1.065E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 7.572E-03 1.342E-02 -1.619E-02 -9.415E-03 4.485E+00 6.061E-01
at node ID 1133 1129 1128 1129 1133 1707
Iteration: 103 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.317E-02 n/a 1.194E-01 n/a n/a n/a
current norm 3.465E-02 6.295E-01 3.421E-02 3.792E-03 3.049E+02 3.137E+00
initial norm 1.044E+00 1.068E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 8.120E-03 1.799E-02 -1.802E-02 -1.121E-02 5.989E+00 3.769E-01
at node ID 1670 1669 1670 1669 1667 1128
Iteration: 104 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.234E-02 n/a 1.026E-01 n/a n/a n/a
current norm 2.336E-02 4.205E-01 2.939E-02 3.502E-04 2.869E+02 2.693E+00
initial norm 1.046E+00 1.069E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.948E-03 7.613E-03 -3.069E-03 -1.743E-03 3.403E+00 2.707E-01
at node ID 1653 1072 1707 1670 1651 1707
Iteration: 105 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.600E-02 n/a 8.656E-02 n/a n/a n/a
current norm 2.736E-02 4.666E-01 2.480E-02 2.623E-03 4.126E+02 5.325E+00
initial norm 1.052E+00 1.075E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.356E-03 9.572E-03 -3.617E-03 -2.410E-03 1.158E+01 7.839E-01
at node ID 175 146 1161 1162 1133 1707
Iteration: 106 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.049E-02 n/a 1.332E-01 n/a n/a n/a
current norm 3.215E-02 5.563E-01 3.818E-02 1.591E-02 3.745E+02 5.291E+00
initial norm 1.054E+00 1.076E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 5.534E-03 1.200E-02 -1.430E-02 -4.746E-03 5.841E+00 7.064E-01
at node ID 1966 1162 1162 1162 1668 1707
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 107 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.969E-02 n/a 9.001E-02 n/a n/a n/a
current norm 2.079E-02 2.990E-01 2.579E-02 6.747E-03 5.923E+01 3.904E+00
initial norm 1.056E+00 1.077E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.386E-03 7.924E-03 3.520E-03 -6.281E-04 2.582E+00 4.129E-01
at node ID 1616 1617 1616 1963 1616 1652
Iteration: 108 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.355E-02 n/a 7.024E-02 n/a n/a n/a
current norm 2.493E-02 3.870E-01 2.013E-02 4.294E-03 2.308E+02 4.018E+00
initial norm 1.059E+00 1.081E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 6.999E-03 1.168E-02 4.451E-03 -1.918E-03 8.861E+00 4.118E-01
at node ID 1616 1617 1616 1617 1616 1652
Iteration: 109 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.211E-02 n/a 5.131E-02 n/a n/a n/a
current norm 1.284E-02 1.938E-01 1.470E-02 2.876E-05 1.994E+02 3.041E+00
initial norm 1.060E+00 1.082E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.093E-03 4.056E-03 -1.791E-03 -7.885E-04 5.338E+00 2.606E-01
at node ID 1617 1618 1635 1634 1616 1634
Iteration: 110 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.544E-03 n/a 2.567E-02 n/a n/a n/a
current norm 1.013E-02 1.597E-01 7.356E-03 3.033E-03 1.068E+02 2.178E+00
initial norm 1.061E+00 1.083E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.116E-03 4.712E-03 -8.523E-04 -2.629E-04 4.182E+00 1.999E-01
at node ID 1616 1617 1964 1963 2017 1981
Iteration: 111 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.079E-02 n/a 1.180E-02 n/a n/a n/a
current norm 1.145E-02 1.650E-01 3.381E-03 2.696E-03 1.144E+02 1.739E+00
initial norm 1.062E+00 1.084E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.848E-03 4.308E-03 -1.028E-03 -2.843E-04 2.819E+00 2.246E-01
at node ID 1669 1668 1669 1634 1633 1652
Iteration: 112 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.557E-03 n/a 1.018E-02 n/a n/a n/a
current norm 6.959E-03 1.153E-01 2.917E-03 3.846E-04 8.508E+01 1.316E+00
initial norm 1.061E+00 1.084E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.295E-03 3.746E-03 -5.705E-04 1.503E-04 2.809E+00 1.384E-01
at node ID 1862 1861 1964 1861 1964 1944
Iteration: 113 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.428E-02 n/a 1.387E-02 n/a n/a n/a
current norm 1.515E-02 2.396E-01 3.975E-03 6.562E-04 1.178E+02 1.621E+00
initial norm 1.061E+00 1.084E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 6.009E-03 9.673E-03 1.970E-03 2.130E-04 4.617E+00 2.132E-01
at node ID 1862 1861 1861 1634 1860 1651
Iteration: 114 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.818E-02 n/a 3.314E-02 n/a n/a n/a
current norm 1.928E-02 3.198E-01 9.498E-03 3.497E-04 1.528E+02 2.314E+00
initial norm 1.060E+00 1.084E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.250E-03 5.633E-03 -7.105E-03 2.083E-03 5.152E+00 2.542E-01
at node ID 1861 1862 1861 1861 1861 1652
Iteration: 115 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.638E-02 n/a 1.198E-02 n/a n/a n/a
current norm 1.736E-02 2.499E-01 3.433E-03 3.343E-03 1.853E+02 2.330E+00
initial norm 1.060E+00 1.085E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 6.533E-03 8.732E-03 -5.855E-03 3.648E-04 5.619E+00 1.675E-01
at node ID 1862 1861 1862 1861 1669 628
Iteration: 116 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.879E-03 n/a 2.161E-02 n/a n/a n/a
current norm 7.291E-03 1.408E-01 6.194E-03 2.774E-03 1.502E+02 1.875E+00
initial norm 1.060E+00 1.084E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.987E-03 3.472E-03 5.944E-04 -3.458E-04 5.304E+00 2.078E-01
at node ID 2017 1860 1879 1634 1861 1652
Iteration: 117 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.694E-03 n/a 1.623E-02 n/a n/a n/a
current norm 9.207E-03 1.512E-01 4.650E-03 1.620E-03 1.418E+02 1.736E+00
initial norm 1.059E+00 1.084E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.648E-03 4.267E-03 9.471E-04 -2.092E-04 3.916E+00 1.619E-01
at node ID 1771 1772 1771 1598 1771 1633
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 118 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.319E-02 n/a 3.259E-02 n/a n/a n/a
current norm 1.397E-02 2.353E-01 9.338E-03 1.960E-03 4.428E+01 1.214E+00
initial norm 1.060E+00 1.085E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.232E-03 8.280E-03 4.801E-03 -1.174E-03 4.172E+00 1.958E-01
at node ID 1771 1860 1879 1880 1860 1880
Iteration: 119 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.339E-02 n/a 5.453E-02 n/a n/a n/a
current norm 2.480E-02 3.890E-01 1.563E-02 4.572E-03 1.264E+02 1.583E+00
initial norm 1.060E+00 1.087E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 1.054E-02 1.740E-02 -1.385E-02 -2.212E-03 7.808E+00 2.134E-01
at node ID 1771 1772 1773 1880 1860 1880
Iteration: 120 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.675E-02 n/a 5.254E-02 n/a n/a n/a
current norm 1.778E-02 2.749E-01 1.506E-02 3.667E-03 2.194E+02 2.267E+00
initial norm 1.061E+00 1.090E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 8.295E-03 1.207E-02 -9.021E-03 -8.675E-04 1.024E+01 1.945E-01
at node ID 1771 1772 1771 1753 1773 1879
Iteration: 121 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.674E-02 n/a 7.827E-02 n/a n/a n/a
current norm 1.778E-02 2.704E-01 2.243E-02 5.899E-04 2.057E+02 2.455E+00
initial norm 1.062E+00 1.092E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 6.459E-03 7.510E-03 -5.570E-03 1.764E-03 4.177E+00 2.482E-01
at node ID 1879 1878 1773 1878 1771 1878
Iteration: 122 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.969E-03 n/a 3.647E-02 n/a n/a n/a
current norm 9.524E-03 2.037E-01 1.045E-02 2.369E-03 1.278E+02 1.462E+00
initial norm 1.062E+00 1.091E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.241E-03 6.341E-03 -1.153E-03 -4.378E-04 9.424E+00 2.212E-01
at node ID 1774 1773 1755 1770 1772 1880
Iteration: 123 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.031E-02 n/a 1.903E-02 n/a n/a n/a
current norm 1.095E-02 1.631E-01 5.453E-03 3.844E-03 1.307E+02 1.898E+00
initial norm 1.062E+00 1.093E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 3.822E-03 5.359E-03 2.794E-03 -1.837E-03 8.085E+00 3.910E-01
at node ID 1879 1878 1879 1878 1879 1878
Iteration: 124 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.567E-03 n/a 3.218E-02 n/a n/a n/a
current norm 9.091E-03 1.577E-01 9.222E-03 2.403E-03 1.482E+02 1.663E+00
initial norm 1.061E+00 1.092E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.519E-03 3.657E-03 -3.604E-03 -5.077E-04 9.193E+00 2.647E-01
at node ID 1754 1755 1860 1879 1860 1880
Iteration: 125 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.030E-02 n/a 4.826E-02 n/a n/a n/a
current norm 2.154E-02 3.692E-01 1.383E-02 2.912E-03 1.568E+02 1.438E+00
initial norm 1.062E+00 1.094E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 6.912E-03 1.051E-02 -2.085E-02 -2.587E-03 7.298E+00 2.995E-01
at node ID 1879 1860 1773 1753 1773 1879
Iteration: 126 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.161E-02 n/a 4.402E-02 n/a n/a n/a
current norm 1.233E-02 2.290E-01 1.261E-02 2.403E-03 8.437E+01 1.005E+00
initial norm 1.062E+00 1.094E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 4.255E-03 1.034E-02 -1.632E-02 -2.716E-03 3.994E+00 2.047E-01
at node ID 1861 1860 1860 1860 1773 1878
Iteration: 127 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.392E-03 n/a 1.887E-02 n/a n/a n/a
current norm 7.849E-03 1.672E-01 5.408E-03 1.604E-03 7.847E+01 8.009E-01
initial norm 1.062E+00 1.094E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.462E-03 5.168E-03 -2.040E-03 -1.107E-03 4.887E+00 1.598E-01
at node ID 1877 1878 1878 1878 1754 1880
Iteration: 128 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.495E-03 n/a 1.317E-02 n/a n/a n/a
current norm 9.021E-03 1.513E-01 3.774E-03 7.188E-04 8.758E+01 8.830E-01
initial norm 1.062E+00 1.095E+01 2.866E-01 1.465E-01 1.076E+02 9.340E-01
------------ trans rot trans rot trans rot
nodal max 2.768E-03 5.161E-03 2.449E-03 2.408E-04 3.974E+00 1.913E-01
at node ID 1754 1860 1754 1879 1861 1879
REFORMATION LIMIT reached, nonlinear equilibrium search aborted...
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 5.41170E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
Iterations summary for failed step 41 t= 3.3064E-01 08/07/26 01:19:51
Number of iterations = 128
Number of stiffness reformations = 16
Number of right hand side evaluations = 294
BEGIN implicit dynamics step 41 t= 3.3061E-01 08/07/26 01:19:51
============================================================
time = 3.30614E-01
current step size = 2.51189E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.556E-01 n/a 1.000E+00 n/a n/a n/a
current norm 4.368E-02 5.797E-01 9.015E-02 4.631E-02 2.576E+02 2.144E-01
initial norm 2.807E-01 1.661E+00 9.015E-02 4.631E-02 2.576E+02 1.589E+00
------------ trans rot trans rot trans rot
nodal max 6.667E-03 7.554E-03 6.987E-04 -1.158E-04 2.456E+00 1.653E-02
at node ID 1768 1750 1882 1750 1751 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.576E+02 exceeds prior maximum 4.209E+01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.303E-02 n/a 2.037E-01 n/a n/a n/a
current norm 9.378E-03 1.573E-01 1.837E-02 1.081E-03 1.531E+01 1.101E-01
initial norm 2.839E-01 1.788E+00 9.015E-02 4.631E-02 2.576E+02 1.589E+00
------------ trans rot trans rot trans rot
nodal max 1.231E-03 2.021E-03 3.802E-05 4.109E-06 1.046E-01 8.299E-03
at node ID 1774 270 1767 1881 1882 1769
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.211E-02 n/a 1.220E-02 n/a n/a n/a
current norm 3.453E-03 6.274E-02 1.100E-03 5.325E-05 8.787E+00 2.646E-02
initial norm 2.852E-01 1.837E+00 9.015E-02 4.631E-02 2.576E+02 1.589E+00
------------ trans rot trans rot trans rot
nodal max 4.180E-04 6.757E-04 2.125E-06 4.907E-07 8.530E-02 1.723E-03
at node ID 445 1884 1881 1881 1751 1752
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.850E-03 n/a 3.879E-04 n/a n/a n/a
current norm 5.279E-04 1.024E-02 3.497E-05 7.843E-07 1.706E+00 3.893E-03
initial norm 2.854E-01 1.841E+00 9.015E-02 4.631E-02 2.576E+02 1.589E+00
------------ trans rot trans rot trans rot
nodal max 8.053E-05 1.030E-04 1.747E-07 1.813E-08 1.387E-02 3.447E-04
at node ID 1250 1249 1250 1882 1881 1767
Iteration: 5 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.597E-04 n/a 2.167E-05 n/a n/a n/a
current norm 1.312E-04 2.561E-03 1.954E-06 1.130E-07 3.525E-01 1.319E-03
initial norm 2.854E-01 1.841E+00 9.015E-02 4.631E-02 2.576E+02 1.589E+00
------------ trans rot trans rot trans rot
nodal max 2.792E-05 3.098E-05 1.730E-08 7.440E-10 2.426E-03 9.742E-05
at node ID 1250 1249 1250 1882 1767 1749
Equilibrium iterations summary step 41 t= 3.3061E-01 08/07/26 01:19:52
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 2.7924E-05 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 4.5966E-04 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.1671E-05 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 2.51189E-05 dt(new) = 3.98107E-05
------------------------------------------------------------
problem cycle = 3338
time = 3.3061E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
3338 t 3.3061E-01 dt 2.51E-05 write d3plot file 08/07/26 01:19:52
BEGIN implicit dynamics step 42 t= 3.3065E-01 08/07/26 01:19:52
============================================================
time = 3.30654E-01
current step size = 3.98107E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.974E-01 n/a 7.380E-01 n/a n/a n/a
current norm 1.286E-01 1.378E+00 3.708E-01 1.330E-01 5.378E+02 8.788E-01
initial norm 3.236E-01 2.530E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 1.615E-02 1.532E-02 -2.458E-02 -4.479E-03 4.155E+00 3.544E-02
at node ID 1865 1770 1865 1770 1753 1770
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.378E+02 exceeds prior maximum 5.478E+01
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.763E-01 n/a 3.393E-01 n/a n/a n/a
current norm 6.402E-02 7.784E-01 1.705E-01 4.330E-03 4.942E+02 6.238E-01
initial norm 3.631E-01 3.113E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 6.714E-03 8.522E-03 2.021E-03 -1.472E-04 5.069E+00 3.547E-02
at node ID 1767 1753 1881 1769 1752 300
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.449E-02 n/a 1.295E-01 n/a n/a n/a
current norm 2.394E-02 4.220E-01 6.506E-02 2.963E-03 4.464E+02 1.191E+00
initial norm 3.711E-01 3.328E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 3.186E-03 4.070E-03 -1.657E-03 -2.232E-04 4.178E+00 9.247E-02
at node ID 28 29 1771 1771 1753 1752
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.399E-02 n/a 5.305E-02 n/a n/a n/a
current norm 1.647E-02 3.495E-01 2.665E-02 1.048E-02 2.901E+02 7.226E-01
initial norm 3.744E-01 3.387E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 2.969E-03 5.985E-03 -2.385E-04 8.957E-05 1.899E+00 4.157E-02
at node ID 1752 1753 1880 1753 329 1766
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.668E-02 n/a 1.702E-02 n/a n/a n/a
current norm 1.767E-02 2.553E-01 8.552E-03 6.138E-03 2.258E+02 3.891E-01
initial norm 3.785E-01 3.447E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 3.225E-03 3.088E-03 -3.837E-04 -7.199E-05 2.171E+00 2.175E-02
at node ID 53 1746 53 1764 1752 1250
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.700E-02 n/a 1.094E-02 n/a n/a n/a
current norm 6.470E-03 1.248E-01 5.498E-03 5.719E-04 1.176E+02 3.580E-01
initial norm 3.805E-01 3.485E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 8.388E-04 1.447E-03 -5.319E-05 -1.109E-05 6.300E-01 2.323E-02
at node ID 1717 1699 1755 212 1752 213
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.345E-02 n/a 5.250E-03 n/a n/a n/a
current norm 8.985E-03 1.588E-01 2.638E-03 1.114E-03 1.322E+02 2.682E-01
initial norm 3.832E-01 3.557E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 1.121E-03 1.714E-03 -9.983E-05 -2.693E-05 8.273E-01 2.691E-02
at node ID 1250 1753 1250 1251 1250 1251
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.171E-02 n/a 4.035E-03 n/a n/a n/a
current norm 4.503E-03 9.407E-02 2.027E-03 2.890E-04 5.777E+01 1.588E-01
initial norm 3.844E-01 3.577E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 5.337E-04 1.217E-03 -3.981E-05 -6.247E-06 4.850E-01 9.738E-03
at node ID 1866 1871 1250 1853 1872 1770
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.977E-03 n/a 9.622E-04 n/a n/a n/a
current norm 2.293E-03 4.851E-02 4.834E-04 1.749E-04 4.262E+01 9.557E-02
initial norm 3.837E-01 3.561E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 2.614E-04 6.301E-04 8.646E-06 -1.516E-06 2.863E-01 6.007E-03
at node ID 1916 1897 1916 1867 1759 1752
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.771E-03 n/a 4.218E-04 n/a n/a n/a
current norm 1.832E-03 3.238E-02 2.119E-04 4.191E-05 2.825E+01 6.196E-02
initial norm 3.840E-01 3.569E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 2.836E-04 4.213E-04 6.429E-06 -4.655E-07 2.267E-01 4.621E-03
at node ID 1718 1699 1718 590 1772 1878
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.599E-03 n/a 3.025E-04 n/a n/a n/a
current norm 2.537E-03 4.273E-02 1.520E-04 1.707E-05 2.638E+01 6.310E-02
initial norm 3.844E-01 3.583E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 4.905E-04 6.443E-04 8.907E-06 -2.451E-06 2.770E-01 4.601E-03
at node ID 1916 1933 1916 1772 1878 1771
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.429E-03 n/a 3.413E-04 n/a n/a n/a
current norm 2.856E-03 4.841E-02 1.714E-04 1.438E-05 1.993E+01 5.529E-02
initial norm 3.844E-01 3.586E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 6.325E-04 8.133E-04 -3.014E-05 -5.861E-06 2.045E-01 4.221E-03
at node ID 1718 1699 1772 1753 1752 1752
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.024E-03 n/a 1.137E-04 n/a n/a n/a
current norm 7.776E-04 1.451E-02 5.712E-05 8.640E-06 6.842E-01 1.742E-02
initial norm 3.842E-01 3.585E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 1.631E-04 2.370E-04 1.298E-06 -1.079E-07 8.386E-03 1.674E-03
at node ID 1916 1915 1916 1862 1915 1897
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.392E-03 n/a 2.353E-05 n/a n/a n/a
current norm 5.347E-04 9.846E-03 1.182E-05 1.976E-07 2.714E+00 1.101E-02
initial norm 3.841E-01 3.585E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 1.354E-04 2.000E-04 6.351E-07 2.244E-08 2.842E-02 8.652E-04
at node ID 1717 1933 1915 1734 1752 1734
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.622E-03 n/a 1.644E-05 n/a n/a n/a
current norm 6.230E-04 1.150E-02 8.258E-06 1.176E-08 1.550E+00 5.017E-03
initial norm 3.841E-01 3.587E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 1.734E-04 2.465E-04 2.827E-07 -1.476E-08 1.634E-02 3.077E-04
at node ID 1717 1700 1718 1718 1752 1842
Iteration: 16 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.409E-04 n/a 3.820E-06 n/a n/a n/a
current norm 2.846E-04 5.082E-03 1.919E-06 6.346E-08 3.721E-01 3.668E-03
initial norm 3.842E-01 3.588E+00 5.024E-01 2.517E-01 5.378E+02 2.110E+00
------------ trans rot trans rot trans rot
nodal max 7.530E-05 1.037E-04 2.961E-08 -4.674E-09 2.838E-03 2.528E-04
at node ID 1717 1700 1717 1861 1752 1842
Equilibrium iterations summary step 42 t= 3.3065E-01 08/07/26 01:19:53
Number of iterations to converge = 16
Number of stiffness reformations = 2
Number of right hand side evaluations = 29
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 7.4085E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 3.8196E-06 vs Tolerance = 1.0000E-02
BEGIN implicit dynamics step 43 t= 3.3069E-01 08/07/26 01:19:53
============================================================
time = 3.30694E-01
current step size = 3.98107E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.712E-01 n/a 3.315E-01 n/a n/a n/a
current norm 2.194E-01 2.812E+00 1.200E+00 5.982E-01 1.412E+03 2.599E+00
initial norm 4.657E-01 4.641E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 2.110E-02 2.680E-02 -8.454E-02 -2.225E-02 1.059E+01 8.621E-02
at node ID 1767 1867 1767 387 1770 1878
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.412E+03 exceeds prior maximum 1.312E+02
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.953E-01 n/a 1.715E-01 n/a n/a n/a
current norm 1.067E-01 1.433E+00 6.209E-01 4.415E-02 9.816E+02 2.501E+00
initial norm 5.462E-01 5.700E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 8.795E-03 1.381E-02 -6.272E-03 -7.221E-04 6.256E+00 1.036E-01
at node ID 241 1700 1866 354 1766 1766
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.626E-02 n/a 4.641E-02 n/a n/a n/a
current norm 3.099E-02 5.816E-01 1.680E-01 9.264E-03 9.077E+02 2.416E+00
initial norm 5.507E-01 5.852E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 3.939E-03 5.638E-03 -2.159E-03 -3.258E-04 5.077E+00 1.265E-01
at node ID 1969 1747 1765 1097 1747 1765
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.609E-02 n/a 1.388E-02 n/a n/a n/a
current norm 2.014E-02 4.324E-01 5.024E-02 1.571E-02 5.088E+02 1.430E+00
initial norm 5.580E-01 5.979E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 3.109E-03 4.637E-03 3.869E-04 -9.577E-05 3.233E+00 5.568E-02
at node ID 1766 212 1776 1682 1711 1682
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.283E-02 n/a 7.179E-03 n/a n/a n/a
current norm 2.444E-02 4.458E-01 2.599E-02 9.201E-03 4.718E+02 1.658E+00
initial norm 5.705E-01 6.228E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 4.101E-03 4.377E-03 -1.545E-03 -1.158E-04 2.762E+00 6.244E-02
at node ID 1664 1646 1664 355 1664 1863
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.018E-02 n/a 5.557E-03 n/a n/a n/a
current norm 1.149E-02 2.392E-01 2.012E-02 6.403E-03 3.498E+02 1.148E+00
initial norm 5.694E-01 6.203E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 2.181E-03 3.411E-03 -4.260E-04 -5.882E-05 1.810E+00 4.748E-02
at node ID 1664 1663 1664 1682 1766 529
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.129E-02 n/a 3.116E-03 n/a n/a n/a
current norm 1.209E-02 2.272E-01 1.128E-02 4.666E-03 3.201E+02 7.779E-01
initial norm 5.679E-01 6.189E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 1.818E-03 2.434E-03 2.519E-04 -3.160E-05 1.776E+00 2.685E-02
at node ID 1664 1725 1711 1861 750 1905
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.559E-02 n/a 1.783E-03 n/a n/a n/a
current norm 8.904E-03 1.518E-01 6.457E-03 1.665E-03 1.716E+02 5.876E-01
initial norm 5.710E-01 6.264E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 8.798E-04 1.843E-03 9.807E-05 2.447E-05 7.537E-01 3.042E-02
at node ID 1724 1693 558 1909 1971 750
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.514E-02 n/a 1.677E-03 n/a n/a n/a
current norm 1.443E-02 2.558E-01 6.070E-03 1.684E-03 1.801E+02 4.535E-01
initial norm 5.738E-01 6.311E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 2.331E-03 3.827E-03 8.538E-04 -1.969E-04 2.205E+00 1.643E-02
at node ID 750 721 750 721 750 778
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.812E-02 n/a 1.811E-03 n/a n/a n/a
current norm 1.045E-02 1.984E-01 6.558E-03 9.673E-06 2.764E+02 8.504E-01
initial norm 5.771E-01 6.355E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 1.584E-03 2.673E-03 -8.649E-05 1.631E-04 1.522E+00 6.278E-02
at node ID 558 587 721 1923 329 1923
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.592E-02 n/a 1.093E-03 n/a n/a n/a
current norm 9.210E-03 1.675E-01 3.958E-03 3.196E-03 1.468E+02 4.490E-01
initial norm 5.785E-01 6.389E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 1.455E-03 1.956E-03 -1.006E-04 2.096E-05 6.175E-01 1.818E-02
at node ID 1922 1725 1921 587 1922 1728
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.122E-02 n/a 6.937E-04 n/a n/a n/a
current norm 6.479E-03 1.181E-01 2.512E-03 8.087E-04 1.083E+02 2.603E-01
initial norm 5.773E-01 6.369E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 6.861E-04 1.167E-03 -8.421E-05 -1.668E-05 6.686E-01 1.552E-02
at node ID 147 118 1972 1972 1971 588
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.775E-03 n/a 3.505E-04 n/a n/a n/a
current norm 3.333E-03 5.273E-02 1.269E-03 2.948E-05 4.367E+00 1.640E-01
initial norm 5.772E-01 6.370E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 3.290E-04 5.755E-04 9.860E-06 4.284E-06 3.089E-02 7.780E-03
at node ID 558 1710 1711 587 1711 587
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.564E-03 n/a 7.369E-05 n/a n/a n/a
current norm 2.634E-03 4.521E-02 2.668E-04 3.096E-05 1.706E+01 1.012E-01
initial norm 5.772E-01 6.373E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 3.294E-04 5.107E-04 5.880E-06 1.981E-06 1.054E-01 7.796E-03
at node ID 558 587 1711 587 1971 559
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.267E-03 n/a 3.088E-05 n/a n/a n/a
current norm 1.886E-03 3.262E-02 1.118E-04 6.453E-06 7.320E+00 4.291E-02
initial norm 5.773E-01 6.377E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 2.657E-04 3.888E-04 1.796E-06 3.118E-07 4.322E-02 2.598E-03
at node ID 558 557 558 587 1971 559
Iteration: 16 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.287E-03 n/a 5.633E-06 n/a n/a n/a
current norm 7.431E-04 1.258E-02 2.040E-05 2.158E-06 1.069E+00 2.000E-02
initial norm 5.774E-01 6.380E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 1.289E-04 1.533E-04 4.580E-07 -2.598E-08 4.701E-03 1.040E-03
at node ID 634 700 634 1129 634 1949
Iteration: 17 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.259E-03 n/a 2.893E-06 n/a n/a n/a
current norm 7.269E-04 1.248E-02 1.047E-05 1.734E-07 3.296E+00 1.940E-02
initial norm 5.776E-01 6.383E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 1.475E-04 1.794E-04 3.288E-07 4.176E-08 1.934E-02 1.282E-03
at node ID 634 700 634 557 1971 559
Iteration: 18 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.015E-03 n/a 1.403E-06 n/a n/a n/a
current norm 5.864E-04 1.015E-02 5.078E-06 2.868E-07 2.644E+00 1.619E-02
initial norm 5.777E-01 6.385E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 1.360E-04 1.587E-04 1.885E-07 2.170E-08 1.451E-02 1.076E-03
at node ID 634 635 634 1582 1971 559
Iteration: 19 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 8.250E-04 n/a 8.555E-07 n/a n/a n/a
current norm 4.766E-04 7.992E-03 3.097E-06 1.245E-08 8.341E-01 1.038E-02
initial norm 5.777E-01 6.386E+00 3.621E+00 1.537E+00 1.412E+03 5.549E+00
------------ trans rot trans rot trans rot
nodal max 1.242E-04 1.379E-04 1.197E-07 1.406E-08 3.490E-03 4.359E-04
at node ID 634 635 634 1582 635 1949
Equilibrium iterations summary step 43 t= 3.3069E-01 08/07/26 01:19:54
Number of iterations to converge = 19
Number of stiffness reformations = 2
Number of right hand side evaluations = 34
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 8.2497E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 8.5550E-07 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.98107E-05 dt(new) = 1.99526E-05
------------------------------------------------------------
problem cycle = 3403
time = 3.3069E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 44 t= 3.3071E-01 08/07/26 01:19:54
============================================================
time = 3.30714E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.314E-01 n/a 6.113E-01 n/a n/a n/a
current norm 1.636E-01 2.425E+00 2.213E+00 1.397E+00 2.492E+03 7.694E+00
initial norm 7.069E-01 8.204E+00 3.621E+00 1.397E+00 2.492E+03 1.626E+01
------------ trans rot trans rot trans rot
nodal max 1.465E-02 1.996E-02 -2.992E-02 -9.528E-03 1.959E+01 6.127E-01
at node ID 927 1693 529 1710 558 558
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.492E+03 exceeds prior maximum 3.743E+02
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.777E-02 n/a 1.264E-01 n/a n/a n/a
current norm 1.967E-02 3.481E-01 4.575E-01 3.961E-02 6.120E+01 8.188E-01
initial norm 7.081E-01 8.164E+00 3.621E+00 1.397E+00 2.492E+03 1.626E+01
------------ trans rot trans rot trans rot
nodal max 1.677E-03 3.292E-03 2.763E-04 -5.468E-05 2.535E-01 4.548E-02
at node ID 1666 558 587 557 381 558
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.735E-03 n/a 6.105E-04 n/a n/a n/a
current norm 3.359E-03 6.414E-02 2.210E-03 5.925E-04 2.395E+01 1.722E-01
initial norm 7.096E-01 8.191E+00 3.621E+00 1.397E+00 2.492E+03 1.626E+01
------------ trans rot trans rot trans rot
nodal max 3.481E-04 5.784E-04 6.935E-06 2.039E-06 1.312E-01 8.817E-03
at node ID 1193 1157 1193 587 587 587
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.314E-03 n/a 4.752E-05 n/a n/a n/a
current norm 9.324E-04 1.847E-02 1.721E-04 9.573E-06 2.274E+00 1.730E-02
initial norm 7.098E-01 8.197E+00 3.621E+00 1.397E+00 2.492E+03 1.626E+01
------------ trans rot trans rot trans rot
nodal max 1.002E-04 1.589E-04 1.579E-07 -4.931E-08 9.430E-03 7.729E-04
at node ID 1193 1648 558 1647 1666 1904
Iteration: 5 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.261E-05 n/a 2.889E-07 n/a n/a n/a
current norm 6.573E-05 1.197E-03 1.046E-06 8.967E-08 3.357E-01 3.027E-03
initial norm 7.098E-01 8.197E+00 3.621E+00 1.397E+00 2.492E+03 1.626E+01
------------ trans rot trans rot trans rot
nodal max 8.065E-06 1.152E-05 2.961E-09 7.448E-10 1.319E-03 1.148E-04
at node ID 322 2004 293 1648 1923 1711
Equilibrium iterations summary step 44 t= 3.3071E-01 08/07/26 01:19:55
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Current maximum displacement translational norm
Value = 8.0649E-06 vs Tolerance = 7.2312E-05
2. Ratio of euclidian displacement translational norms
Value = 9.2608E-05 vs Tolerance = 1.0000E-03
3. Ratio of euclidian energy translational norms
Value = 2.8885E-07 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.99526E-05 dt(new) = 3.16228E-05
------------------------------------------------------------
problem cycle = 3411
time = 3.3071E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
3411 t 3.3071E-01 dt 2.00E-05 write d3plot file 08/07/26 01:19:55
BEGIN implicit dynamics step 45 t= 3.3075E-01 08/07/26 01:19:55
============================================================
time = 3.30745E-01
current step size = 3.16228E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.935E-01 n/a 6.744E-01 n/a n/a n/a
current norm 2.461E-01 3.620E+00 2.442E+00 1.546E+00 2.592E+03 7.198E+00
initial norm 8.385E-01 9.684E+00 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 2.097E-02 2.952E-02 -1.021E-01 -1.514E-02 1.159E+01 2.720E-01
at node ID 17 1666 63 1581 1582 1193
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.592E+03 exceeds prior maximum 3.240E+02
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.007E-01 n/a 2.787E-01 n/a n/a n/a
current norm 9.047E-02 1.323E+00 1.009E+00 7.036E-03 7.341E+02 5.119E+00
initial norm 8.985E-01 1.028E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 8.649E-03 1.252E-02 6.357E-03 1.411E-03 4.677E+00 2.826E-01
at node ID 1647 1941 1666 722 293 323
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.969E-02 n/a 3.023E-02 n/a n/a n/a
current norm 2.701E-02 5.052E-01 1.094E-01 2.451E-03 4.269E+02 2.276E+00
initial norm 9.100E-01 1.041E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 3.483E-03 5.465E-03 1.228E-03 4.437E-04 1.884E+00 1.311E-01
at node ID 1693 586 1707 1692 1691 722
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.667E-02 n/a 1.001E-02 n/a n/a n/a
current norm 3.387E-02 5.749E-01 3.624E-02 2.332E-02 6.036E+02 2.108E+00
initial norm 9.237E-01 1.056E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 3.908E-03 6.711E-03 -1.764E-03 -3.143E-04 5.581E+00 1.066E-01
at node ID 1666 1667 1667 293 1666 1985
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.033E-02 n/a 9.154E-03 n/a n/a n/a
current norm 9.530E-03 2.087E-01 3.314E-02 5.551E-03 2.924E+02 1.774E+00
initial norm 9.228E-01 1.052E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 1.692E-03 2.510E-03 -3.077E-04 -1.410E-04 1.637E+00 1.101E-01
at node ID 1647 1648 1647 322 1648 1665
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 9.351E-03 n/a 1.653E-03 n/a n/a n/a
current norm 8.629E-03 1.523E-01 5.986E-03 3.972E-03 2.293E+02 7.516E-01
initial norm 9.229E-01 1.050E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 9.475E-04 1.640E-03 1.190E-04 3.834E-05 1.345E+00 2.989E-02
at node ID 1666 1667 722 1966 1015 985
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.246E-02 n/a 1.860E-03 n/a n/a n/a
current norm 1.151E-02 2.217E-01 6.736E-03 2.029E-03 1.634E+02 9.449E-01
initial norm 9.244E-01 1.051E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 1.576E-03 2.934E-03 2.620E-04 -3.385E-05 8.415E-01 4.226E-02
at node ID 1014 1043 1014 1706 1014 1724
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 9.744E-03 n/a 1.241E-03 n/a n/a n/a
current norm 9.024E-03 1.847E-01 4.493E-03 4.884E-04 1.824E+02 6.431E-01
initial norm 9.261E-01 1.053E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 1.354E-03 2.283E-03 7.485E-05 -3.100E-05 1.115E+00 2.522E-02
at node ID 25 1667 25 1667 787 1909
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.897E-03 n/a 7.160E-04 n/a n/a n/a
current norm 4.541E-03 9.700E-02 2.592E-03 4.388E-04 9.364E+01 4.139E-01
initial norm 9.273E-01 1.054E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 4.711E-04 1.185E-03 -1.808E-05 1.511E-05 6.227E-01 2.054E-02
at node ID 1648 1630 1926 693 693 693
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.936E-03 n/a 3.163E-04 n/a n/a n/a
current norm 5.508E-03 9.569E-02 1.145E-03 5.328E-04 7.303E+01 3.106E-01
initial norm 9.278E-01 1.055E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 1.123E-03 1.025E-03 -2.656E-04 -3.327E-05 4.487E-01 1.060E-02
at node ID 25 693 693 693 1014 1908
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.330E-03 n/a 1.943E-04 n/a n/a n/a
current norm 3.089E-03 6.237E-02 7.033E-04 1.336E-04 6.370E+01 2.844E-01
initial norm 9.277E-01 1.055E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 4.274E-04 5.889E-04 -1.041E-05 -2.046E-06 3.992E-01 1.489E-02
at node ID 846 875 1907 1667 1908 1667
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.581E-03 n/a 9.719E-05 n/a n/a n/a
current norm 1.467E-03 2.514E-02 3.519E-04 9.105E-05 2.884E+01 1.545E-01
initial norm 9.278E-01 1.055E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 2.034E-04 2.354E-04 -1.984E-06 -6.945E-07 1.142E-01 5.558E-03
at node ID 55 693 1685 1630 721 870
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.783E-04 n/a 2.150E-05 n/a n/a n/a
current norm 7.221E-04 1.265E-02 7.785E-05 1.052E-05 1.094E+00 4.259E-02
initial norm 9.277E-01 1.055E+01 3.621E+00 1.546E+00 2.592E+03 1.329E+01
------------ trans rot trans rot trans rot
nodal max 9.320E-05 1.314E-04 5.317E-07 -1.152E-07 6.929E-03 2.571E-03
at node ID 846 1706 1707 1706 1707 1724
Equilibrium iterations summary step 45 t= 3.3075E-01 08/07/26 01:19:56
Number of iterations to converge = 13
Number of stiffness reformations = 2
Number of right hand side evaluations = 22
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 7.7831E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 2.1502E-05 vs Tolerance = 1.0000E-02
problem cycle = 3434
time = 3.3075E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 46 t= 3.3078E-01 08/07/26 01:19:56
============================================================
time = 3.30777E-01
current step size = 3.16228E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.263E-01 n/a 3.028E-01 n/a n/a n/a
current norm 3.429E-01 4.795E+00 4.610E+00 2.881E+00 3.493E+03 1.194E+01
initial norm 1.051E+00 1.162E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 2.845E-02 4.429E-02 -4.261E-01 -1.498E-01 3.408E+01 7.340E-01
at node ID 627 840 1691 693 1707 1708
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.493E+03 exceeds prior maximum 4.287E+02
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.369E-01 n/a 1.678E-01 n/a n/a n/a
current norm 1.594E-01 2.173E+00 2.555E+00 9.236E-02 1.628E+03 9.322E+00
initial norm 1.165E+00 1.248E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.207E-02 1.985E-02 -2.362E-02 7.728E-03 9.626E+00 5.332E-01
at node ID 351 615 56 1691 1925 1924
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.540E-02 n/a 3.310E-02 n/a n/a n/a
current norm 4.167E-02 8.145E-01 5.039E-01 4.744E-02 1.123E+03 6.417E+00
initial norm 1.177E+00 1.260E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 5.663E-03 8.547E-03 -1.468E-02 -1.741E-03 7.180E+00 3.131E-01
at node ID 56 615 56 615 1692 616
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.501E-02 n/a 9.859E-03 n/a n/a n/a
current norm 2.964E-02 6.635E-01 1.501E-01 8.629E-02 8.416E+02 3.646E+00
initial norm 1.185E+00 1.259E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 5.576E-03 1.132E-02 -6.888E-03 8.246E-04 6.142E+00 1.296E-01
at node ID 55 615 626 616 1708 1973
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.004E-02 n/a 4.478E-03 n/a n/a n/a
current norm 2.394E-02 4.236E-01 6.818E-02 1.478E-02 8.048E+02 3.360E+00
initial norm 1.195E+00 1.265E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 2.176E-03 3.556E-03 -2.225E-03 -2.978E-04 4.024E+00 1.204E-01
at node ID 1974 1964 1965 1973 1965 556
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.137E-02 n/a 3.224E-03 n/a n/a n/a
current norm 1.362E-02 2.882E-01 4.909E-02 1.149E-02 4.694E+02 2.401E+00
initial norm 1.197E+00 1.264E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.979E-03 4.861E-03 -1.770E-03 -1.044E-04 3.273E+00 9.078E-02
at node ID 626 1726 626 1707 692 721
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.200E-02 n/a 2.069E-03 n/a n/a n/a
current norm 1.437E-02 3.133E-01 3.150E-02 5.243E-03 5.145E+02 1.835E+00
initial norm 1.197E+00 1.260E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.575E-03 3.253E-03 -3.938E-04 -1.521E-04 2.128E+00 8.872E-02
at node ID 207 1072 236 557 1581 1688
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.687E-03 n/a 1.112E-03 n/a n/a n/a
current norm 1.042E-02 1.955E-01 1.693E-02 5.520E-03 3.125E+02 1.502E+00
initial norm 1.200E+00 1.261E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.209E-03 2.298E-03 -1.989E-04 6.008E-05 1.663E+00 6.881E-02
at node ID 1718 1708 265 1726 953 265
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.241E-02 n/a 7.633E-04 n/a n/a n/a
current norm 1.498E-02 2.522E-01 1.162E-02 6.043E-03 3.330E+02 1.331E+00
initial norm 1.207E+00 1.265E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.465E-03 3.401E-03 -7.155E-04 -1.016E-04 1.699E+00 4.944E-02
at node ID 384 616 54 587 924 588
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.039E-03 n/a 5.855E-04 n/a n/a n/a
current norm 6.082E-03 1.092E-01 8.914E-03 2.315E-03 2.744E+02 1.164E+00
initial norm 1.207E+00 1.263E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 8.072E-04 1.376E-03 -3.187E-04 3.254E-05 1.577E+00 5.118E-02
at node ID 587 616 55 384 1185 1726
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.588E-03 n/a 4.774E-04 n/a n/a n/a
current norm 6.741E-03 1.412E-01 7.267E-03 2.068E-03 2.267E+02 8.552E-01
initial norm 1.206E+00 1.262E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.209E-03 2.180E-03 -1.583E-03 -1.208E-04 2.214E+00 4.421E-02
at node ID 55 616 626 616 692 721
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 9.632E-03 n/a 6.379E-04 n/a n/a n/a
current norm 1.162E-02 2.378E-01 9.712E-03 2.649E-03 2.547E+02 9.469E-01
initial norm 1.206E+00 1.261E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.988E-03 3.448E-03 -1.941E-03 -1.083E-04 1.836E+00 4.616E-02
at node ID 1718 383 56 692 953 692
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.368E-03 n/a 7.479E-04 n/a n/a n/a
current norm 1.011E-02 1.948E-01 1.139E-02 1.716E-03 3.614E+01 9.280E-01
initial norm 1.208E+00 1.261E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.974E-03 3.988E-03 3.839E-04 8.014E-05 7.819E-01 5.959E-02
at node ID 384 1718 896 953 924 896
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.775E-02 n/a 1.451E-03 n/a n/a n/a
current norm 3.364E-02 6.371E-01 2.209E-02 6.267E-03 2.837E+02 1.508E+00
initial norm 1.212E+00 1.261E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 6.541E-03 1.216E-02 -1.157E-02 -1.542E-03 4.441E+00 8.269E-02
at node ID 384 924 924 924 924 868
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.394E-02 n/a 1.052E-03 n/a n/a n/a
current norm 1.693E-02 3.113E-01 1.602E-02 8.017E-04 3.627E+02 1.324E+00
initial norm 1.215E+00 1.263E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 2.757E-03 5.762E-03 2.182E-03 1.849E-04 4.640E+00 7.162E-02
at node ID 983 354 412 982 896 868
Iteration: 16 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.792E-02 n/a 2.506E-03 n/a n/a n/a
current norm 2.183E-02 3.950E-01 3.816E-02 2.524E-03 2.850E+02 2.368E+00
initial norm 1.218E+00 1.266E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 4.370E-03 7.326E-03 1.628E-03 4.604E-04 4.422E+00 1.824E-01
at node ID 983 1700 983 867 355 355
Iteration: 17 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.834E-02 n/a 8.880E-04 n/a n/a n/a
current norm 3.464E-02 6.694E-01 1.352E-02 3.155E-02 2.904E+02 2.638E+00
initial norm 1.223E+00 1.270E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 6.604E-03 1.377E-02 -1.049E-02 -2.420E-03 6.603E+00 1.771E-01
at node ID 325 383 355 383 412 1702
Iteration: 18 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.816E-03 n/a 2.078E-03 n/a n/a n/a
current norm 1.081E-02 2.659E-01 3.164E-02 6.495E-03 3.702E+02 2.339E+00
initial norm 1.226E+00 1.271E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.534E-03 4.673E-03 -9.554E-04 -4.840E-04 3.583E+00 1.223E-01
at node ID 896 953 924 355 924 382
Iteration: 19 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.986E-03 n/a 1.310E-03 n/a n/a n/a
current norm 1.104E-02 2.117E-01 1.994E-02 6.950E-03 2.556E+02 1.528E+00
initial norm 1.229E+00 1.276E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.994E-03 4.808E-03 9.748E-04 -4.023E-04 3.661E+00 1.385E-01
at node ID 353 354 325 383 383 354
Iteration: 20 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.287E-03 n/a 9.275E-04 n/a n/a n/a
current norm 8.975E-03 1.862E-01 1.412E-02 4.898E-04 1.504E+02 1.698E+00
initial norm 1.232E+00 1.280E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.832E-03 2.825E-03 8.017E-04 -4.120E-04 3.142E+00 2.310E-01
at node ID 1701 1699 1701 1719 1701 1717
Iteration: 21 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.069E-03 n/a 6.731E-04 n/a n/a n/a
current norm 8.712E-03 1.933E-01 1.025E-02 1.566E-03 1.495E+02 1.416E+00
initial norm 1.232E+00 1.281E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 2.210E-03 5.398E-03 -6.749E-03 -9.017E-04 2.582E+00 1.729E-01
at node ID 1718 354 1718 383 1719 384
Iteration: 22 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.030E-02 n/a 1.043E-03 n/a n/a n/a
current norm 1.270E-02 3.441E-01 1.588E-02 2.849E-03 1.129E+02 7.760E-01
initial norm 1.234E+00 1.283E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 3.127E-03 9.218E-03 -3.655E-03 -3.626E-03 1.285E+00 6.755E-02
at node ID 1698 1700 1699 1699 1698 1699
Iteration: 23 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.416E-03 n/a 2.409E-04 n/a n/a n/a
current norm 4.216E-03 1.059E-01 3.667E-03 5.901E-04 7.988E+01 4.830E-01
initial norm 1.234E+00 1.284E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 7.321E-04 1.334E-03 -8.802E-05 3.030E-05 1.201E+00 5.273E-02
at node ID 1011 1010 1698 326 1011 1934
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 24 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.255E-03 n/a 1.642E-04 n/a n/a n/a
current norm 2.783E-03 8.154E-02 2.500E-03 2.495E-04 6.121E+00 2.834E-01
initial norm 1.234E+00 1.285E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 6.264E-04 1.846E-03 -2.982E-05 1.230E-05 8.524E-02 3.513E-02
at node ID 326 384 327 1736 327 1717
Iteration: 25 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.971E-04 n/a 1.213E-05 n/a n/a n/a
current norm 9.838E-04 3.067E-02 1.847E-04 3.741E-05 7.074E+00 1.023E-01
initial norm 1.234E+00 1.286E+01 1.522E+01 7.021E+00 3.493E+03 1.900E+01
------------ trans rot trans rot trans rot
nodal max 1.682E-04 4.444E-04 6.374E-06 1.279E-06 9.530E-02 7.003E-03
at node ID 1698 327 1698 414 1698 1917
Equilibrium iterations summary step 46 t= 3.3078E-01 08/07/26 01:19:57
Number of iterations to converge = 25
Number of stiffness reformations = 3
Number of right hand side evaluations = 49
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 7.9710E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 1.2135E-05 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.16228E-05 dt(new) = 1.58489E-05
------------------------------------------------------------
BEGIN implicit dynamics step 47 t= 3.3079E-01 08/07/26 01:19:57
============================================================
time = 3.30793E-01
current step size = 1.58489E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.862E-01 n/a 5.824E-01 n/a n/a n/a
current norm 2.686E-01 3.920E+00 8.866E+00 5.942E+00 5.878E+03 2.236E+01
initial norm 1.443E+00 1.461E+01 1.522E+01 5.942E+00 5.878E+03 4.419E+01
------------ trans rot trans rot trans rot
nodal max 2.278E-02 4.841E-02 -2.512E-01 -7.668E-02 4.990E+01 1.617E+00
at node ID 957 354 56 354 1701 325
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.878E+03 exceeds prior maximum 1.081E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.203E-02 n/a 1.883E-01 n/a n/a n/a
current norm 3.171E-02 5.683E-01 2.866E+00 3.709E-01 2.036E+02 2.920E+00
initial norm 1.440E+00 1.444E+01 1.522E+01 5.942E+00 5.878E+03 4.419E+01
------------ trans rot trans rot trans rot
nodal max 3.851E-03 8.738E-03 1.683E-03 2.170E-03 2.362E+00 2.769E-01
at node ID 1718 383 1718 383 412 412
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.585E-03 n/a 7.826E-04 n/a n/a n/a
current norm 5.167E-03 9.632E-02 1.191E-02 2.236E-03 6.099E+01 5.552E-01
initial norm 1.441E+00 1.446E+01 1.522E+01 5.942E+00 5.878E+03 4.419E+01
------------ trans rot trans rot trans rot
nodal max 6.950E-04 1.051E-03 1.317E-04 1.685E-05 5.516E-01 3.247E-02
at node ID 1966 1965 1966 1965 1717 1907
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.157E-03 n/a 6.915E-05 n/a n/a n/a
current norm 1.668E-03 3.538E-02 1.053E-03 1.041E-04 1.354E+01 1.683E-01
initial norm 1.442E+00 1.446E+01 1.522E+01 5.942E+00 5.878E+03 4.419E+01
------------ trans rot trans rot trans rot
nodal max 3.211E-04 4.775E-04 1.791E-05 -2.821E-06 1.084E-01 1.510E-02
at node ID 1966 1965 1966 354 1966 412
Iteration: 5 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 2.817E-04 n/a 3.908E-06 n/a n/a n/a
current norm 4.061E-04 8.927E-03 5.950E-05 1.113E-05 2.687E+00 3.616E-02
initial norm 1.441E+00 1.446E+01 1.522E+01 5.942E+00 5.878E+03 4.419E+01
------------ trans rot trans rot trans rot
nodal max 9.275E-05 1.354E-04 7.184E-07 1.188E-07 1.756E-02 3.001E-03
at node ID 1966 1965 1966 1965 1709 1709
Equilibrium iterations summary step 47 t= 3.3079E-01 08/07/26 01:19:58
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 2.8171E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 3.9080E-06 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.58489E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
problem cycle = 3492
time = 3.3079E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 48 t= 3.3082E-01 08/07/26 01:19:58
============================================================
time = 3.30818E-01
current step size = 2.51189E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.313E-01 n/a 6.485E-01 n/a n/a n/a
current norm 4.176E-01 5.213E+00 9.874E+00 4.658E+00 7.396E+03 2.908E+01
initial norm 1.805E+00 1.716E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 2.652E-02 4.453E-02 -2.695E-01 -4.287E-02 3.847E+01 1.364E+00
at node ID 267 1925 56 615 1691 1984
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.396E+03 exceeds prior maximum 8.740E+02
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.672E-02 n/a 2.599E-01 n/a n/a n/a
current norm 6.709E-02 1.265E+00 3.957E+00 6.177E-03 5.065E+02 7.351E+00
initial norm 1.827E+00 1.722E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 8.946E-03 1.206E-02 1.398E-02 2.041E-03 3.997E+00 4.077E-01
at node ID 840 811 265 235 265 841
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.167E-02 n/a 6.284E-03 n/a n/a n/a
current norm 2.142E-02 4.464E-01 9.567E-02 1.668E-02 3.173E+02 2.326E+00
initial norm 1.836E+00 1.731E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 3.199E-03 5.707E-03 7.347E-04 -3.064E-04 2.028E+00 1.117E-01
at node ID 265 497 265 467 498 841
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.517E-03 n/a 1.084E-03 n/a n/a n/a
current norm 1.014E-02 1.897E-01 1.650E-02 2.542E-03 1.105E+02 8.525E-01
initial norm 1.838E+00 1.732E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 1.237E-03 2.015E-03 1.217E-04 3.481E-05 8.921E-01 3.902E-02
at node ID 1777 236 1760 1778 1777 235
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.849E-03 n/a 1.248E-04 n/a n/a n/a
current norm 3.399E-03 6.522E-02 1.901E-03 4.844E-04 6.434E+01 4.581E-01
initial norm 1.839E+00 1.732E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 6.220E-04 9.380E-04 4.194E-05 1.063E-05 5.314E-01 3.409E-02
at node ID 1777 1776 1760 1778 1777 264
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.156E-03 n/a 8.104E-05 n/a n/a n/a
current norm 3.964E-03 7.922E-02 1.234E-03 3.181E-04 5.256E+01 3.547E-01
initial norm 1.839E+00 1.731E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 8.344E-04 1.302E-03 2.893E-05 4.817E-06 3.134E-01 1.632E-02
at node ID 1777 1776 1760 1778 1777 1659
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.554E-03 n/a 3.603E-05 n/a n/a n/a
current norm 2.857E-03 5.514E-02 5.485E-04 8.767E-05 2.453E+01 1.909E-01
initial norm 1.838E+00 1.730E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 5.862E-04 8.999E-04 5.117E-06 1.823E-06 1.368E-01 7.128E-03
at node ID 1777 1776 1778 1778 755 207
Iteration: 8 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.470E-04 n/a 6.254E-06 n/a n/a n/a
current norm 1.006E-03 1.966E-02 9.521E-05 1.566E-05 1.005E+01 7.150E-02
initial norm 1.839E+00 1.730E+01 1.522E+01 4.658E+00 7.396E+03 3.247E+01
------------ trans rot trans rot trans rot
nodal max 1.900E-04 2.684E-04 -4.454E-07 1.698E-07 9.571E-02 3.203E-03
at node ID 1777 1776 265 755 1667 1686
Equilibrium iterations summary step 48 t= 3.3082E-01 08/07/26 01:19:58
Number of iterations to converge = 8
Number of stiffness reformations = 1
Number of right hand side evaluations = 10
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 5.4705E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 6.2541E-06 vs Tolerance = 1.0000E-02
3503 t 3.3082E-01 dt 2.51E-05 write d3plot file 08/07/26 01:19:58
BEGIN implicit dynamics step 49 t= 3.3084E-01 08/07/26 01:19:58
============================================================
time = 3.30843E-01
current step size = 2.51189E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.316E-01 n/a 8.716E-01 n/a n/a n/a
current norm 4.985E-01 6.479E+00 1.327E+01 7.726E+00 6.502E+03 2.889E+01
initial norm 2.152E+00 1.965E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 2.894E-02 5.280E-02 -2.946E-01 -1.349E-01 3.198E+01 1.669E+00
at node ID 323 471 270 497 1777 468
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.502E+03 exceeds prior maximum 9.895E+02
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.799E-02 n/a 2.504E-01 n/a n/a n/a
current norm 1.543E-01 1.778E+00 3.812E+00 5.256E-03 1.392E+03 1.238E+01
initial norm 2.270E+00 2.030E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 1.323E-02 1.617E-02 4.394E-02 1.013E-02 2.099E+01 6.791E-01
at node ID 718 1855 1760 1778 1855 1778
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.841E-02 n/a 4.045E-02 n/a n/a n/a
current norm 4.193E-02 6.363E-01 6.158E-01 5.446E-02 6.797E+02 8.620E+00
initial norm 2.278E+00 2.034E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 6.160E-03 8.221E-03 -4.032E-02 -4.931E-03 5.088E+00 7.170E-01
at node ID 1856 1857 213 1856 1760 1778
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.347E-02 n/a 7.677E-03 n/a n/a n/a
current norm 3.076E-02 5.545E-01 1.169E-01 7.368E-02 6.519E+02 4.739E+00
initial norm 2.285E+00 2.037E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 4.350E-03 7.536E-03 9.173E-03 1.463E-03 7.634E+00 2.126E-01
at node ID 183 777 1873 212 1873 1873
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.654E-02 n/a 8.538E-03 n/a n/a n/a
current norm 3.789E-02 6.694E-01 1.300E-01 3.708E-02 7.539E+02 5.684E+00
initial norm 2.290E+00 2.041E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 5.695E-03 1.096E-02 -7.874E-03 -2.513E-03 1.014E+01 3.466E-01
at node ID 1747 1748 1766 1766 1766 1765
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.330E-03 n/a 4.557E-03 n/a n/a n/a
current norm 7.624E-03 1.291E-01 6.937E-02 4.330E-03 3.373E+02 3.441E+00
initial norm 2.289E+00 2.039E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 1.276E-03 2.359E-03 3.810E-04 1.660E-04 1.472E+00 1.600E-01
at node ID 1873 1874 1873 1748 1873 1746
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.618E-03 n/a 1.266E-03 n/a n/a n/a
current norm 1.516E-02 2.338E-01 1.927E-02 4.648E-03 3.487E+02 1.868E+00
initial norm 2.291E+00 2.040E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 2.718E-03 5.178E-03 -2.095E-03 -8.144E-04 7.153E+00 2.182E-01
at node ID 1747 1748 1748 1748 1855 1856
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.197E-02 n/a 2.917E-03 n/a n/a n/a
current norm 2.744E-02 4.479E-01 4.441E-02 4.525E-03 2.395E+02 2.175E+00
initial norm 2.292E+00 2.041E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 5.560E-03 1.104E-02 -1.824E-02 -7.927E-03 3.171E+00 1.612E-01
at node ID 1873 1874 1856 1874 560 1855
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.829E-03 n/a 7.796E-04 n/a n/a n/a
current norm 6.484E-03 1.401E-01 1.187E-02 3.286E-03 1.177E+02 1.300E+00
initial norm 2.292E+00 2.041E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 9.979E-04 2.166E-03 -1.477E-03 -2.487E-04 1.183E+00 8.320E-02
at node ID 1857 1856 1096 1856 1096 1096
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.187E-03 n/a 1.697E-04 n/a n/a n/a
current norm 5.013E-03 8.582E-02 2.584E-03 7.808E-04 9.265E+01 9.645E-01
initial norm 2.292E+00 2.041E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 1.057E-03 1.602E-03 -2.439E-03 -3.992E-04 8.594E-01 5.000E-02
at node ID 1764 1095 1095 1095 1874 1874
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.372E-03 n/a 7.753E-05 n/a n/a n/a
current norm 3.144E-03 6.193E-02 1.180E-03 2.994E-04 7.661E+01 9.411E-01
initial norm 2.292E+00 2.041E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 4.570E-04 7.557E-04 -9.649E-05 2.565E-05 1.329E+00 1.286E-01
at node ID 1124 1066 1874 1125 1095 1874
Iteration: 12 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.811E-04 n/a 4.608E-05 n/a n/a n/a
current norm 1.332E-03 2.409E-02 7.015E-04 3.108E-04 4.001E+01 4.324E-01
initial norm 2.292E+00 2.041E+01 1.522E+01 7.726E+00 6.502E+03 4.342E+01
------------ trans rot trans rot trans rot
nodal max 3.021E-04 4.513E-04 -3.974E-05 -1.445E-05 1.001E+00 4.676E-02
at node ID 1153 1124 1095 1095 561 532
Equilibrium iterations summary step 49 t= 3.3084E-01 08/07/26 01:19:59
Number of iterations to converge = 12
Number of stiffness reformations = 1
Number of right hand side evaluations = 28
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 5.8109E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 4.6076E-05 vs Tolerance = 1.0000E-02
problem cycle = 3532
time = 3.3084E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 50 t= 3.3087E-01 08/07/26 01:19:59
============================================================
time = 3.30868E-01
current step size = 2.51189E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.206E-01 n/a 4.758E-01 n/a n/a n/a
current norm 5.620E-01 6.733E+00 1.730E+01 8.603E+00 5.590E+03 3.313E+01
initial norm 2.547E+00 2.193E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 5.069E-02 6.139E-02 -1.389E+00 -5.940E-01 6.705E+01 2.248E+00
at node ID 623 1874 1124 532 1124 561
DIVERGENCE (increasing translational residual norm) detected:
current norm 5.590E+03 exceeds prior maximum 1.168E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.308E-02 n/a 1.969E-01 n/a n/a n/a
current norm 2.267E-01 2.601E+00 7.156E+00 2.498E-01 2.069E+03 2.000E+01
initial norm 2.728E+00 2.293E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 1.536E-02 2.255E-02 -5.382E-02 2.238E-02 1.110E+01 1.066E+00
at node ID 1780 531 561 1885 777 532
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.249E-02 n/a 1.403E-02 n/a n/a n/a
current norm 3.417E-02 5.489E-01 5.098E-01 4.786E-02 9.940E+02 6.995E+00
initial norm 2.736E+00 2.293E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 3.585E-03 4.945E-03 -6.516E-03 -7.479E-04 8.086E+00 4.449E-01
at node ID 29 213 29 213 561 531
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.101E-02 n/a 3.764E-03 n/a n/a n/a
current norm 3.014E-02 4.770E-01 1.368E-01 4.785E-02 8.362E+02 5.394E+00
initial norm 2.737E+00 2.289E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 4.765E-03 7.202E-03 -3.017E-03 -5.322E-04 9.198E+00 1.841E-01
at node ID 242 835 242 213 777 776
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.744E-03 n/a 1.677E-03 n/a n/a n/a
current norm 1.574E-02 2.445E-01 6.094E-02 4.897E-03 5.104E+02 3.301E+00
initial norm 2.739E+00 2.291E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 2.217E-03 2.566E-03 -1.960E-03 -2.408E-04 3.123E+00 1.955E-01
at node ID 52 30 52 560 561 531
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.093E-03 n/a 9.543E-04 n/a n/a n/a
current norm 1.395E-02 2.754E-01 3.469E-02 1.117E-02 5.153E+02 3.196E+00
initial norm 2.739E+00 2.289E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 2.251E-03 4.678E-03 1.709E-03 -2.670E-04 3.818E+00 1.825E-01
at node ID 241 835 212 183 242 531
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.773E-03 n/a 7.613E-04 n/a n/a n/a
current norm 1.034E-02 2.319E-01 2.767E-02 1.391E-03 3.494E+02 1.655E+00
initial norm 2.739E+00 2.286E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 1.560E-03 3.759E-03 1.096E-03 -1.268E-04 3.757E+00 8.821E-02
at node ID 502 473 531 502 532 213
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.225E-03 n/a 2.811E-04 n/a n/a n/a
current norm 8.836E-03 1.543E-01 1.022E-02 1.925E-03 2.665E+02 1.337E+00
initial norm 2.740E+00 2.285E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 1.644E-03 2.515E-03 -1.353E-03 -1.585E-04 4.408E+00 1.278E-01
at node ID 242 270 531 242 531 503
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.457E-03 n/a 3.744E-04 n/a n/a n/a
current norm 1.222E-02 2.029E-01 1.361E-02 2.597E-03 2.019E+02 1.352E+00
initial norm 2.741E+00 2.286E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 3.787E-03 5.777E-03 -7.175E-03 -8.676E-04 1.042E+00 6.814E-02
at node ID 503 473 503 503 28 1152
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.767E-03 n/a 1.008E-04 n/a n/a n/a
current norm 4.843E-03 8.122E-02 3.663E-03 1.047E-03 1.798E+02 8.056E-01
initial norm 2.742E+00 2.286E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 8.957E-04 1.632E-03 -4.322E-04 -5.830E-05 2.392E+00 6.689E-02
at node ID 502 473 502 503 531 502
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.226E-03 n/a 8.119E-05 n/a n/a n/a
current norm 3.361E-03 5.962E-02 2.951E-03 6.026E-04 1.275E+02 6.829E-01
initial norm 2.742E+00 2.286E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 1.111E-03 1.817E-03 -7.234E-04 -9.065E-05 1.134E+00 4.094E-02
at node ID 503 473 503 502 1051 156
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.398E-03 n/a 6.034E-05 n/a n/a n/a
current norm 3.833E-03 6.666E-02 2.193E-03 5.577E-04 4.121E+01 2.562E-01
initial norm 2.741E+00 2.286E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 6.436E-04 1.150E-03 -1.958E-04 -2.793E-05 3.568E-01 1.513E-02
at node ID 1884 1883 1884 1866 532 1152
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.632E-04 n/a 7.295E-06 n/a n/a n/a
current norm 1.544E-03 2.732E-02 2.652E-04 9.334E-05 3.840E+00 1.682E-01
initial norm 2.741E+00 2.286E+01 3.635E+01 1.608E+01 5.590E+03 4.882E+01
------------ trans rot trans rot trans rot
nodal max 1.557E-04 3.422E-04 4.929E-06 -6.713E-07 3.596E-02 9.637E-03
at node ID 228 257 228 748 777 154
Equilibrium iterations summary step 50 t= 3.3087E-01 08/07/26 01:20:00
Number of iterations to converge = 13
Number of stiffness reformations = 2
Number of right hand side evaluations = 30
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 5.6320E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 7.2946E-06 vs Tolerance = 1.0000E-02
problem cycle = 3563
time = 3.3087E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 51 t= 3.3089E-01 08/07/26 01:20:00
============================================================
time = 3.30893E-01
current step size = 2.51189E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.784E-01 n/a 3.681E-01 n/a n/a n/a
current norm 5.262E-01 6.557E+00 1.585E+01 8.818E+00 6.298E+03 3.335E+01
initial norm 2.950E+00 2.371E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 3.984E-02 5.002E-02 -2.434E+00 -4.606E-01 6.693E+01 1.833E+00
at node ID 126 212 805 532 242 805
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.298E+03 exceeds prior maximum 1.212E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.365E-02 n/a 2.393E-01 n/a n/a n/a
current norm 2.621E-01 3.305E+00 1.030E+01 9.322E-02 4.730E+03 2.130E+01
initial norm 3.133E+00 2.453E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 2.193E-02 3.173E-02 2.030E-01 2.786E-02 5.975E+01 1.335E+00
at node ID 1096 183 531 212 531 212
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.065E-02 n/a 1.730E-01 n/a n/a n/a
current norm 1.601E-01 2.130E+00 7.450E+00 2.423E-01 2.155E+03 2.290E+01
initial norm 3.161E+00 2.466E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 1.890E-02 2.462E-02 -6.376E-01 -5.722E-02 1.762E+01 2.075E+00
at node ID 474 503 503 1767 212 1748
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.384E-02 n/a 1.382E-02 n/a n/a n/a
current norm 4.362E-02 9.145E-01 5.950E-01 3.457E-01 1.967E+03 1.371E+01
initial norm 3.153E+00 2.455E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 5.349E-03 1.343E-02 -1.102E-02 8.042E-03 1.319E+01 1.028E+00
at node ID 531 503 459 241 459 241
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.782E-02 n/a 1.001E-02 n/a n/a n/a
current norm 5.616E-02 9.775E-01 4.310E-01 2.325E-01 1.635E+03 1.682E+01
initial norm 3.152E+00 2.453E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 7.064E-03 1.266E-02 1.413E-02 -8.751E-03 1.043E+01 1.282E+00
at node ID 212 241 213 241 242 212
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.936E-03 n/a 5.209E-03 n/a n/a n/a
current norm 2.825E-02 4.148E-01 2.243E-01 5.354E-03 1.191E+03 8.658E+00
initial norm 3.162E+00 2.459E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 4.794E-03 8.764E-03 -2.610E-02 -8.921E-03 3.249E+01 1.228E+00
at node ID 532 503 503 503 532 503
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.514E-02 n/a 1.012E-02 n/a n/a n/a
current norm 4.794E-02 7.866E-01 4.355E-01 6.092E-02 1.475E+03 1.287E+01
initial norm 3.167E+00 2.462E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 8.924E-03 1.719E-02 -8.435E-02 -2.495E-02 1.207E+01 9.405E-01
at node ID 213 242 503 502 1095 241
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.751E-03 n/a 3.538E-03 n/a n/a n/a
current norm 2.139E-02 4.268E-01 1.523E-01 3.392E-02 1.283E+03 8.262E+00
initial norm 3.168E+00 2.459E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 5.532E-03 1.376E-02 -5.196E-02 -1.328E-02 3.835E+01 1.255E+00
at node ID 271 242 242 242 213 242
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.105E-02 n/a 8.841E-03 n/a n/a n/a
current norm 3.499E-02 6.375E-01 3.807E-01 7.877E-02 1.265E+03 8.972E+00
initial norm 3.168E+00 2.457E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 6.185E-03 1.286E-02 -7.770E-02 -1.056E-02 1.673E+01 1.168E+00
at node ID 474 1857 503 503 1096 241
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.036E-03 n/a 4.156E-03 n/a n/a n/a
current norm 2.545E-02 4.468E-01 1.789E-01 6.388E-02 6.032E+02 4.248E+00
initial norm 3.167E+00 2.457E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 3.964E-03 6.063E-03 -2.250E-02 -6.427E-03 9.532E+00 5.424E-01
at node ID 1865 1866 1866 1875 213 1866
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.014E-02 n/a 3.080E-03 n/a n/a n/a
current norm 3.211E-02 5.319E-01 1.326E-01 4.339E-02 3.430E+02 2.440E+00
initial norm 3.167E+00 2.457E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 7.652E-03 1.400E-02 -9.628E-02 -3.352E-02 4.360E+00 3.159E-01
at node ID 1867 1866 1866 1866 531 503
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.533E-03 n/a 6.985E-04 n/a n/a n/a
current norm 1.436E-02 2.970E-01 3.007E-02 1.434E-02 3.372E+02 2.920E+00
initial norm 3.168E+00 2.457E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 2.673E-03 5.755E-03 -5.106E-03 -1.961E-03 5.516E+00 3.317E-01
at node ID 1858 1066 1066 1857 1856 531
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.170E-03 n/a 6.865E-04 n/a n/a n/a
current norm 1.005E-02 2.375E-01 2.956E-02 4.562E-03 4.063E+01 1.559E+00
initial norm 3.169E+00 2.455E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 2.292E-03 4.412E-03 1.614E-03 1.633E-04 7.217E-01 1.333E-01
at node ID 213 242 213 1857 213 1868
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.393E-03 n/a 3.754E-04 n/a n/a n/a
current norm 1.393E-02 3.285E-01 1.616E-02 4.860E-03 1.021E+02 1.394E+00
initial norm 3.171E+00 2.454E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 3.093E-03 5.798E-03 9.841E-04 -3.183E-04 1.439E+00 1.207E-01
at node ID 213 242 355 503 1856 502
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.574E-03 n/a 6.503E-05 n/a n/a n/a
current norm 4.993E-03 1.029E-01 2.800E-03 3.843E-04 4.193E+01 6.174E-01
initial norm 3.172E+00 2.454E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 1.300E-03 2.010E-03 6.992E-04 -9.378E-05 1.147E+00 9.527E-02
at node ID 355 384 355 325 355 325
Iteration: 16 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.700E-03 n/a 5.425E-05 n/a n/a n/a
current norm 5.391E-03 1.040E-01 2.336E-03 2.308E-05 5.376E+01 7.286E-01
initial norm 3.172E+00 2.454E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 1.747E-03 2.697E-03 8.902E-04 -9.161E-05 1.529E+00 6.744E-02
at node ID 355 384 355 325 355 325
Iteration: 17 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.658E-03 n/a 6.876E-05 n/a n/a n/a
current norm 8.431E-03 1.621E-01 2.960E-03 4.009E-05 1.066E+02 1.086E+00
initial norm 3.173E+00 2.455E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 2.701E-03 4.145E-03 1.329E-03 -1.243E-04 2.139E+00 9.854E-02
at node ID 355 384 924 896 355 184
Iteration: 18 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.849E-03 n/a 5.310E-05 n/a n/a n/a
current norm 5.866E-03 1.155E-01 2.286E-03 1.418E-04 9.246E+01 1.069E+00
initial norm 3.173E+00 2.456E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 1.630E-03 2.500E-03 7.528E-04 1.199E-04 1.601E+00 8.915E-02
at node ID 355 953 924 326 924 241
Iteration: 19 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.895E-03 n/a 2.971E-05 n/a n/a n/a
current norm 6.013E-03 1.130E-01 1.279E-03 8.470E-04 3.386E+01 3.899E-01
initial norm 3.173E+00 2.456E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 1.694E-03 2.498E-03 3.863E-04 -9.971E-05 1.005E+00 5.544E-02
at node ID 355 384 1718 384 355 385
Iteration: 20 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 8.479E-04 n/a 1.858E-05 n/a n/a n/a
current norm 2.690E-03 5.163E-02 7.999E-04 1.684E-04 4.112E+01 4.168E-01
initial norm 3.173E+00 2.457E+01 4.305E+01 1.775E+01 6.298E+03 5.546E+01
------------ trans rot trans rot trans rot
nodal max 7.643E-04 1.090E-03 -3.404E-04 -1.833E-05 2.448E+00 6.772E-02
at node ID 924 953 384 325 355 325
Equilibrium iterations summary step 51 t= 3.3089E-01 08/07/26 01:20:01
Number of iterations to converge = 20
Number of stiffness reformations = 2
Number of right hand side evaluations = 47
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 8.4792E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 1.8579E-05 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 2.51189E-05 dt(new) = 1.25893E-05
------------------------------------------------------------
BEGIN implicit dynamics step 52 t= 3.3091E-01 08/07/26 01:20:01
============================================================
time = 3.30906E-01
current step size = 1.25893E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.377E-02 n/a 4.645E-01 n/a n/a n/a
current norm 3.170E-01 4.988E+00 2.000E+01 1.533E+01 7.692E+03 3.927E+01
initial norm 3.380E+00 2.567E+01 4.305E+01 1.533E+01 7.692E+03 1.051E+02
------------ trans rot trans rot trans rot
nodal max 3.347E-02 7.352E-02 -7.350E-01 -3.479E-01 7.391E+01 5.012E+00
at node ID 213 242 213 242 532 503
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.692E+03 exceeds prior maximum 2.261E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.018E-02 n/a 1.336E-01 n/a n/a n/a
current norm 3.439E-02 7.595E-01 5.753E+00 5.128E-01 2.760E+02 5.298E+00
initial norm 3.379E+00 2.545E+01 4.305E+01 1.533E+01 7.692E+03 1.051E+02
------------ trans rot trans rot trans rot
nodal max 5.452E-03 1.028E-02 5.845E-03 3.529E-03 2.497E+00 5.038E-01
at node ID 924 212 1718 384 213 242
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.513E-03 n/a 7.481E-04 n/a n/a n/a
current norm 8.495E-03 1.446E-01 3.221E-02 1.256E-02 1.225E+02 1.485E+00
initial norm 3.380E+00 2.545E+01 4.305E+01 1.533E+01 7.692E+03 1.051E+02
------------ trans rot trans rot trans rot
nodal max 1.543E-03 2.213E-03 9.863E-04 3.473E-04 1.675E+00 2.084E-01
at node ID 1879 1862 1700 242 806 241
Iteration: 4 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.938E-04 n/a 9.178E-05 n/a n/a n/a
current norm 3.360E-03 6.346E-02 3.952E-03 1.632E-03 2.814E+01 3.870E-01
initial norm 3.381E+00 2.545E+01 4.305E+01 1.533E+01 7.692E+03 1.051E+02
------------ trans rot trans rot trans rot
nodal max 7.582E-04 1.121E-03 1.157E-04 2.066E-05 4.734E-01 3.875E-02
at node ID 1879 1701 1700 1758 1699 1776
Equilibrium iterations summary step 52 t= 3.3091E-01 08/07/26 01:20:02
Number of iterations to converge = 4
Number of stiffness reformations = 1
Number of right hand side evaluations = 6
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 9.9381E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 9.1785E-05 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.25893E-05 dt(new) = 1.99526E-05
------------------------------------------------------------
3618 t 3.3091E-01 dt 1.26E-05 write d3plot file 08/07/26 01:20:02
BEGIN implicit dynamics step 53 t= 3.3093E-01 08/07/26 01:20:02
============================================================
time = 3.30926E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.047E-01 n/a 2.987E-01 n/a n/a n/a
current norm 3.819E-01 6.349E+00 1.286E+01 1.249E+01 9.587E+03 4.658E+01
initial norm 3.648E+00 2.675E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 2.677E-02 6.074E-02 -8.204E-01 -1.485E-01 1.020E+02 3.836E+00
at node ID 155 212 622 241 270 241
DIVERGENCE (increasing translational residual norm) detected:
current norm 9.587E+03 exceeds prior maximum 1.550E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.979E-02 n/a 1.476E-01 n/a n/a n/a
current norm 7.240E-02 1.370E+00 6.354E+00 1.536E-01 9.137E+02 1.327E+01
initial norm 3.658E+00 2.656E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 1.228E-02 2.476E-02 4.511E-02 1.859E-02 1.155E+01 2.155E+00
at node ID 241 271 1758 270 1875 241
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.807E-03 n/a 5.341E-03 n/a n/a n/a
current norm 3.228E-02 6.139E-01 2.299E-01 1.094E-01 9.087E+02 5.357E+00
initial norm 3.665E+00 2.655E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 5.285E-03 1.043E-02 1.369E-02 4.851E-03 1.052E+01 7.349E-01
at node ID 806 271 1875 270 805 806
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 9.110E-03 n/a 4.951E-03 n/a n/a n/a
current norm 3.345E-02 6.346E-01 2.132E-01 4.596E-02 5.225E+02 5.618E+00
initial norm 3.672E+00 2.654E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 5.956E-03 1.063E-02 1.300E-02 -2.704E-03 1.055E+01 7.083E-01
at node ID 1758 1751 1749 270 1750 241
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.296E-03 n/a 2.154E-03 n/a n/a n/a
current norm 2.680E-02 4.816E-01 9.274E-02 2.321E-02 4.652E+02 4.640E+00
initial norm 3.674E+00 2.653E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 7.574E-03 1.561E-02 -4.187E-02 -1.042E-02 8.147E+00 4.230E-01
at node ID 863 834 834 834 892 241
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.161E-03 n/a 1.182E-03 n/a n/a n/a
current norm 1.162E-02 2.326E-01 5.091E-02 7.091E-03 4.324E+02 3.023E+00
initial norm 3.676E+00 2.652E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 2.597E-03 5.332E-03 4.523E-03 7.074E-04 6.753E+00 2.462E-01
at node ID 300 271 242 1775 1773 212
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.898E-03 n/a 1.233E-03 n/a n/a n/a
current norm 2.169E-02 4.371E-01 5.307E-02 1.347E-02 5.537E+02 4.856E+00
initial norm 3.678E+00 2.651E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 4.652E-03 9.796E-03 -1.065E-02 -3.152E-03 1.114E+01 4.983E-01
at node ID 1774 1775 1750 1750 1750 1750
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.933E-03 n/a 1.090E-03 n/a n/a n/a
current norm 1.079E-02 2.154E-01 4.692E-02 1.143E-02 3.957E+02 3.918E+00
initial norm 3.678E+00 2.650E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 2.840E-03 7.832E-03 -8.185E-03 -1.916E-03 1.046E+01 3.991E-01
at node ID 300 271 1775 300 329 329
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.014E-03 n/a 9.011E-04 n/a n/a n/a
current norm 1.109E-02 2.279E-01 3.880E-02 9.394E-03 2.258E+02 2.384E+00
initial norm 3.678E+00 2.650E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 2.957E-03 4.982E-03 -9.311E-03 -1.935E-03 4.310E+00 2.045E-01
at node ID 1773 1772 300 892 1768 271
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.424E-03 n/a 3.178E-04 n/a n/a n/a
current norm 8.917E-03 1.922E-01 1.368E-02 6.071E-03 2.238E+02 1.620E+00
initial norm 3.678E+00 2.650E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 2.126E-03 4.861E-03 -5.294E-03 -1.110E-03 4.630E+00 2.014E-01
at node ID 1768 271 1768 271 242 892
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.018E-03 n/a 2.855E-04 n/a n/a n/a
current norm 7.425E-03 1.874E-01 1.229E-02 2.658E-03 2.689E+02 2.662E+00
initial norm 3.679E+00 2.649E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 1.505E-03 4.664E-03 1.981E-03 -5.351E-04 5.971E+00 2.825E-01
at node ID 805 834 805 863 1750 1863
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.235E-03 n/a 3.048E-04 n/a n/a n/a
current norm 8.223E-03 1.809E-01 1.312E-02 2.177E-03 2.349E+02 2.361E+00
initial norm 3.679E+00 2.649E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 2.629E-03 6.596E-03 -2.767E-03 -1.749E-03 4.781E+00 2.011E-01
at node ID 242 271 272 271 329 271
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.301E-03 n/a 2.362E-04 n/a n/a n/a
current norm 4.789E-03 9.170E-02 1.017E-02 1.038E-03 1.816E+01 8.963E-01
initial norm 3.680E+00 2.649E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 1.353E-03 2.317E-03 6.394E-04 -9.980E-05 5.439E-01 1.194E-01
at node ID 242 863 805 834 805 212
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.169E-03 n/a 6.349E-05 n/a n/a n/a
current norm 4.303E-03 8.811E-02 2.734E-03 4.173E-04 4.834E+01 6.960E-01
initial norm 3.680E+00 2.649E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 1.429E-03 2.770E-03 6.279E-04 -7.765E-05 9.263E-01 9.475E-02
at node ID 805 834 805 834 329 777
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.089E-03 n/a 3.371E-05 n/a n/a n/a
current norm 4.006E-03 8.701E-02 1.451E-03 3.007E-04 3.081E+01 3.904E-01
initial norm 3.680E+00 2.648E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 1.531E-03 3.062E-03 3.486E-04 3.447E-05 4.968E-01 5.479E-02
at node ID 805 834 805 777 1750 777
Iteration: 16 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 4.050E-04 n/a 7.472E-06 n/a n/a n/a
current norm 1.490E-03 3.464E-02 3.217E-04 8.537E-05 7.922E+00 1.991E-01
initial norm 3.680E+00 2.648E+01 4.305E+01 1.249E+01 9.587E+03 7.732E+01
------------ trans rot trans rot trans rot
nodal max 5.961E-04 1.208E-03 4.459E-05 7.877E-06 1.774E-01 2.441E-02
at node ID 805 834 805 1067 1038 240
Equilibrium iterations summary step 53 t= 3.3093E-01 08/07/26 01:20:03
Number of iterations to converge = 16
Number of stiffness reformations = 2
Number of right hand side evaluations = 33
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 4.0496E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 7.4722E-06 vs Tolerance = 1.0000E-02
BEGIN implicit dynamics step 54 t= 3.3095E-01 08/07/26 01:20:03
============================================================
time = 3.30946E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.136E-01 n/a 3.858E-01 n/a n/a n/a
current norm 4.378E-01 8.324E+00 1.661E+01 2.140E+01 7.054E+03 4.991E+01
initial norm 3.854E+00 2.733E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 5.505E-02 1.433E-01 -4.918E+00 -3.101E+00 8.103E+01 6.059E+00
at node ID 242 271 242 271 805 271
DIVERGENCE (increasing translational residual norm) detected:
current norm 7.054E+03 exceeds prior maximum 1.519E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.334E-02 n/a 1.896E-01 n/a n/a n/a
current norm 1.714E-01 2.885E+00 8.164E+00 1.482E+00 1.941E+03 2.450E+01
initial norm 3.956E+00 2.792E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 1.987E-02 3.008E-02 -8.652E-02 4.387E-02 1.670E+01 2.489E+00
at node ID 1776 1775 1776 1775 1750 1858
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.997E-03 n/a 1.067E-02 n/a n/a n/a
current norm 3.169E-02 6.229E-01 4.594E-01 8.826E-02 9.465E+02 8.410E+00
initial norm 3.963E+00 2.791E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 5.913E-03 7.526E-03 1.187E-02 3.198E-03 1.212E+01 7.731E-01
at node ID 9 1893 1866 1865 271 271
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.852E-03 n/a 3.097E-03 n/a n/a n/a
current norm 2.719E-02 5.034E-01 1.334E-01 5.053E-02 7.377E+02 8.436E+00
initial norm 3.969E+00 2.791E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 7.014E-03 1.276E-02 6.460E-03 -2.599E-03 1.024E+01 6.844E-01
at node ID 1866 1865 1866 1865 1865 1865
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.929E-03 n/a 1.106E-03 n/a n/a n/a
current norm 7.653E-03 1.539E-01 4.761E-02 8.265E-03 3.405E+02 3.695E+00
initial norm 3.968E+00 2.789E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 1.484E-03 2.212E-03 1.812E-03 -3.428E-04 3.928E+00 3.724E-01
at node ID 329 300 271 1858 1749 1865
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.077E-03 n/a 3.915E-04 n/a n/a n/a
current norm 8.239E-03 1.688E-01 1.685E-02 4.952E-03 2.994E+02 2.889E+00
initial norm 3.967E+00 2.788E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 2.886E-03 5.390E-03 -1.647E-03 -3.503E-04 3.655E+00 2.753E-01
at node ID 1866 1865 1847 1865 1847 1865
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.113E-03 n/a 1.692E-04 n/a n/a n/a
current norm 4.418E-03 8.453E-02 7.284E-03 1.816E-03 1.449E+02 1.802E+00
initial norm 3.968E+00 2.788E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 5.806E-04 1.220E-03 4.724E-04 -8.103E-05 1.995E+00 1.567E-01
at node ID 1885 300 271 241 299 1865
Iteration: 8 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.748E-04 n/a 6.740E-05 n/a n/a n/a
current norm 3.075E-03 6.102E-02 2.902E-03 9.450E-04 1.142E+02 1.123E+00
initial norm 3.968E+00 2.789E+01 4.305E+01 2.140E+01 7.054E+03 9.400E+01
------------ trans rot trans rot trans rot
nodal max 9.413E-04 1.677E-03 -1.896E-04 -1.096E-04 1.450E+00 1.485E-01
at node ID 1866 1865 1840 1865 1866 1858
Equilibrium iterations summary step 54 t= 3.3095E-01 08/07/26 01:20:04
Number of iterations to converge = 8
Number of stiffness reformations = 1
Number of right hand side evaluations = 12
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 7.7479E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 6.7396E-05 vs Tolerance = 1.0000E-02
problem cycle = 3665
time = 3.3095E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 55 t= 3.3097E-01 08/07/26 01:20:04
============================================================
time = 3.30966E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.093E-01 n/a 4.478E-01 n/a n/a n/a
current norm 4.669E-01 7.574E+00 1.928E+01 1.774E+01 1.006E+04 6.802E+01
initial norm 4.272E+00 2.962E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 4.230E-02 1.021E-01 -7.971E-01 -1.840E-01 8.082E+01 5.853E+00
at node ID 72 1864 72 1864 271 1864
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.006E+04 exceeds prior maximum 1.721E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.694E-02 n/a 1.444E-01 n/a n/a n/a
current norm 7.235E-02 1.414E+00 6.217E+00 6.396E-01 8.528E+02 1.355E+01
initial norm 4.272E+00 2.937E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 1.938E-02 3.449E-02 1.824E-01 3.683E-02 2.847E+01 2.202E+00
at node ID 271 300 271 300 271 270
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.838E-03 n/a 6.589E-03 n/a n/a n/a
current norm 2.496E-02 5.311E-01 2.837E-01 4.767E-02 7.090E+02 5.966E+00
initial norm 4.276E+00 2.938E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 5.757E-03 1.011E-02 4.334E-02 1.145E-02 1.829E+01 1.723E+00
at node ID 271 270 834 300 834 300
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.273E-02 n/a 7.052E-03 n/a n/a n/a
current norm 5.451E-02 1.141E+00 3.036E-01 1.199E-01 9.407E+02 7.668E+00
initial norm 4.281E+00 2.941E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 2.315E-02 4.539E-02 -2.689E-01 -1.554E-01 2.791E+01 1.518E+00
at node ID 271 300 271 300 300 300
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.574E-03 n/a 5.188E-03 n/a n/a n/a
current norm 2.388E-02 5.465E-01 2.234E-01 1.130E-02 5.027E+02 8.434E+00
initial norm 4.285E+00 2.943E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 7.021E-03 1.372E-02 2.512E-02 1.129E-02 8.766E+00 1.098E+00
at node ID 834 300 834 863 270 863
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.731E-03 n/a 1.173E-03 n/a n/a n/a
current norm 2.028E-02 3.874E-01 5.052E-02 4.324E-02 4.647E+02 5.958E+00
initial norm 4.286E+00 2.943E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 7.426E-03 1.777E-02 -1.163E-01 -2.741E-02 2.171E+01 7.372E-01
at node ID 834 863 863 863 834 270
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.860E-03 n/a 2.156E-03 n/a n/a n/a
current norm 1.655E-02 3.540E-01 9.284E-02 1.511E-02 6.146E+02 7.001E+00
initial norm 4.288E+00 2.944E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 4.544E-03 8.145E-03 1.497E-02 2.807E-03 8.738E+00 7.958E-01
at node ID 834 863 834 863 242 1757
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.218E-03 n/a 1.007E-03 n/a n/a n/a
current norm 9.512E-03 1.933E-01 4.335E-02 1.334E-02 3.680E+02 5.026E+00
initial norm 4.288E+00 2.944E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 3.490E-03 8.479E-03 1.952E-02 -2.306E-03 1.207E+01 7.015E-01
at node ID 834 863 834 863 834 300
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.136E-03 n/a 8.725E-04 n/a n/a n/a
current norm 9.160E-03 1.882E-01 3.756E-02 4.133E-03 4.315E+02 3.662E+00
initial norm 4.289E+00 2.944E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 3.478E-03 5.948E-03 1.343E-02 -2.391E-03 1.261E+01 7.715E-01
at node ID 834 863 834 1658 834 271
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.775E-03 n/a 8.354E-04 n/a n/a n/a
current norm 7.614E-03 1.673E-01 3.597E-02 5.283E-03 4.374E+02 4.929E+00
initial norm 4.289E+00 2.945E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 3.055E-03 6.107E-03 5.749E-03 1.746E-03 1.060E+01 7.097E-01
at node ID 834 863 834 863 1659 270
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.722E-03 n/a 7.685E-04 n/a n/a n/a
current norm 1.168E-02 2.622E-01 3.309E-02 1.066E-02 3.460E+02 4.025E+00
initial norm 4.290E+00 2.946E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 4.772E-03 1.135E-02 -1.050E-02 -3.426E-03 1.010E+01 7.128E-01
at node ID 834 863 862 863 835 863
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.349E-03 n/a 6.818E-04 n/a n/a n/a
current norm 5.788E-03 1.194E-01 2.935E-02 6.567E-03 2.072E+02 2.229E+00
initial norm 4.290E+00 2.945E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 1.417E-03 3.725E-03 -1.614E-03 -5.022E-04 7.199E+00 5.283E-01
at node ID 1963 1964 1964 1964 270 271
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.002E-03 n/a 2.408E-04 n/a n/a n/a
current norm 4.296E-03 8.105E-02 1.037E-02 1.930E-03 1.673E+01 8.599E-01
initial norm 4.290E+00 2.946E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 1.289E-03 2.824E-03 9.707E-04 -1.730E-04 7.632E-01 2.224E-01
at node ID 834 863 834 806 834 806
Iteration: 14 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.944E-04 n/a 3.906E-05 n/a n/a n/a
current norm 2.550E-03 5.007E-02 1.682E-03 5.480E-05 2.478E+01 4.164E-01
initial norm 4.290E+00 2.946E+01 4.305E+01 1.774E+01 1.006E+04 9.291E+01
------------ trans rot trans rot trans rot
nodal max 1.036E-03 1.823E-03 3.652E-04 4.828E-05 7.583E-01 1.122E-01
at node ID 834 863 834 805 270 806
Equilibrium iterations summary step 55 t= 3.3097E-01 08/07/26 01:20:04
Number of iterations to converge = 14
Number of stiffness reformations = 2
Number of right hand side evaluations = 21
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 5.9443E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 3.9059E-05 vs Tolerance = 1.0000E-02
problem cycle = 3687
time = 3.3097E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 56 t= 3.3099E-01 08/07/26 01:20:04
============================================================
time = 3.30986E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.120E-01 n/a 5.529E-01 n/a n/a n/a
current norm 5.216E-01 7.678E+00 2.381E+01 1.874E+01 1.288E+04 8.714E+01
initial norm 4.659E+00 3.073E+01 4.305E+01 1.874E+01 1.288E+04 9.662E+01
------------ trans rot trans rot trans rot
nodal max 4.888E-02 1.385E-01 -3.517E+00 -2.509E+00 1.796E+02 1.872E+01
at node ID 834 863 834 863 834 863
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.288E+04 exceeds prior maximum 1.901E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.510E-02 n/a 2.710E-01 n/a n/a n/a
current norm 7.033E-02 1.464E+00 1.167E+01 1.786E+00 7.763E+02 1.406E+01
initial norm 4.657E+00 3.039E+01 4.305E+01 1.874E+01 1.288E+04 9.662E+01
------------ trans rot trans rot trans rot
nodal max 1.343E-02 2.864E-02 -5.372E-02 6.811E-02 1.296E+01 2.656E+00
at node ID 892 863 834 863 892 863
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.244E-03 n/a 3.016E-03 n/a n/a n/a
current norm 1.978E-02 4.069E-01 1.299E-01 3.700E-02 4.676E+02 4.423E+00
initial norm 4.661E+00 3.039E+01 4.305E+01 1.874E+01 1.288E+04 9.662E+01
------------ trans rot trans rot trans rot
nodal max 3.567E-03 6.100E-03 9.742E-03 2.148E-03 6.632E+00 7.384E-01
at node ID 811 782 811 864 811 863
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.225E-03 n/a 9.376E-04 n/a n/a n/a
current norm 1.503E-02 3.127E-01 4.036E-02 1.347E-02 2.320E+02 2.832E+00
initial norm 4.662E+00 3.039E+01 4.305E+01 1.874E+01 1.288E+04 9.662E+01
------------ trans rot trans rot trans rot
nodal max 3.665E-03 6.118E-03 6.411E-03 6.329E-04 4.934E+00 6.951E-01
at node ID 811 782 811 782 811 863
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.498E-03 n/a 2.402E-04 n/a n/a n/a
current norm 6.985E-03 1.479E-01 1.034E-02 2.989E-03 1.159E+02 1.425E+00
initial norm 4.663E+00 3.038E+01 4.305E+01 1.874E+01 1.288E+04 9.662E+01
------------ trans rot trans rot trans rot
nodal max 2.568E-03 4.825E-03 3.195E-03 3.333E-04 3.713E+00 1.115E-01
at node ID 811 782 811 782 811 834
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.154E-03 n/a 1.136E-04 n/a n/a n/a
current norm 5.383E-03 1.136E-01 4.891E-03 1.238E-03 8.032E+01 8.617E-01
initial norm 4.663E+00 3.037E+01 4.305E+01 1.874E+01 1.288E+04 9.662E+01
------------ trans rot trans rot trans rot
nodal max 2.206E-03 3.954E-03 1.230E-03 3.123E-04 1.278E+00 1.515E-01
at node ID 811 782 811 782 811 863
Iteration: 7 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 8.612E-04 n/a 4.679E-05 n/a n/a n/a
current norm 4.016E-03 8.671E-02 2.015E-03 7.162E-04 9.429E+01 6.993E-01
initial norm 4.663E+00 3.037E+01 4.305E+01 1.874E+01 1.288E+04 9.662E+01
------------ trans rot trans rot trans rot
nodal max 1.858E-03 3.947E-03 1.120E-03 -2.876E-04 3.138E+00 1.527E-01
at node ID 811 782 811 782 811 863
Equilibrium iterations summary step 56 t= 3.3099E-01 08/07/26 01:20:05
Number of iterations to converge = 7
Number of stiffness reformations = 1
Number of right hand side evaluations = 9
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 8.6121E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 4.6793E-05 vs Tolerance = 1.0000E-02
problem cycle = 3697
time = 3.3099E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 57 t= 3.3101E-01 08/07/26 01:20:05
============================================================
time = 3.31006E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.047E-01 n/a 5.482E-01 n/a n/a n/a
current norm 5.285E-01 7.613E+00 2.360E+01 1.794E+01 1.340E+04 8.160E+01
initial norm 5.047E+00 3.122E+01 4.305E+01 1.794E+01 1.340E+04 1.009E+02
------------ trans rot trans rot trans rot
nodal max 3.309E-02 6.998E-02 -6.018E-01 -5.013E-01 1.227E+02 7.547E+00
at node ID 1994 782 950 782 994 811
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.340E+04 exceeds prior maximum 1.918E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.452E-02 n/a 2.607E-01 n/a n/a n/a
current norm 7.334E-02 1.471E+00 1.123E+01 5.163E-01 8.357E+02 1.690E+01
initial norm 5.050E+00 3.099E+01 4.305E+01 1.794E+01 1.340E+04 1.009E+02
------------ trans rot trans rot trans rot
nodal max 1.173E-02 1.755E-02 4.931E-02 1.920E-02 7.276E+00 1.284E+00
at node ID 1072 2131 1072 1975 2130 1101
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.111E-03 n/a 4.105E-03 n/a n/a n/a
current norm 2.583E-02 5.690E-01 1.767E-01 8.585E-02 6.113E+02 5.963E+00
initial norm 5.054E+00 3.099E+01 4.305E+01 1.794E+01 1.340E+04 1.009E+02
------------ trans rot trans rot trans rot
nodal max 7.604E-03 1.468E-02 1.970E-02 4.304E-03 1.138E+01 6.977E-01
at node ID 1072 1101 1072 1101 1072 498
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.271E-03 n/a 2.525E-03 n/a n/a n/a
current norm 2.160E-02 4.756E-01 1.087E-01 2.373E-02 3.154E+02 4.832E+00
initial norm 5.057E+00 3.099E+01 4.305E+01 1.794E+01 1.340E+04 1.009E+02
------------ trans rot trans rot trans rot
nodal max 5.546E-03 1.007E-02 6.441E-03 1.496E-03 5.553E+00 2.821E-01
at node ID 1072 1101 1668 526 1668 1975
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.307E-03 n/a 3.646E-04 n/a n/a n/a
current norm 6.609E-03 1.183E-01 1.570E-02 2.925E-03 1.694E+02 2.227E+00
initial norm 5.057E+00 3.099E+01 4.305E+01 1.794E+01 1.340E+04 1.009E+02
------------ trans rot trans rot trans rot
nodal max 1.594E-03 3.170E-03 1.709E-03 -8.332E-04 3.462E+00 3.135E-01
at node ID 1668 1669 1668 526 497 526
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.110E-03 n/a 1.781E-04 n/a n/a n/a
current norm 5.617E-03 1.208E-01 7.668E-03 2.595E-03 1.601E+02 1.858E+00
initial norm 5.058E+00 3.099E+01 4.305E+01 1.794E+01 1.340E+04 1.009E+02
------------ trans rot trans rot trans rot
nodal max 1.909E-03 3.623E-03 1.378E-03 -3.280E-04 2.843E+00 2.767E-01
at node ID 1668 1669 1668 496 526 497
Iteration: 7 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 5.985E-04 n/a 7.398E-05 n/a n/a n/a
current norm 3.027E-03 6.798E-02 3.185E-03 8.272E-04 8.057E+01 1.330E+00
initial norm 5.058E+00 3.099E+01 4.305E+01 1.794E+01 1.340E+04 1.009E+02
------------ trans rot trans rot trans rot
nodal max 1.278E-03 2.318E-03 6.022E-04 2.771E-05 1.445E+00 7.544E-02
at node ID 1668 1669 1668 1669 1668 2130
Equilibrium iterations summary step 57 t= 3.3101E-01 08/07/26 01:20:05
Number of iterations to converge = 7
Number of stiffness reformations = 1
Number of right hand side evaluations = 9
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 5.9850E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 7.3976E-05 vs Tolerance = 1.0000E-02
3707 t 3.3101E-01 dt 2.00E-05 write d3plot file 08/07/26 01:20:05
BEGIN implicit dynamics step 58 t= 3.3103E-01 08/07/26 01:20:05
============================================================
time = 3.31026E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.033E-01 n/a 6.377E-01 n/a n/a n/a
current norm 5.640E-01 8.349E+00 2.745E+01 2.081E+01 1.430E+04 9.813E+01
initial norm 5.460E+00 3.230E+01 4.305E+01 2.081E+01 1.430E+04 1.062E+02
------------ trans rot trans rot trans rot
nodal max 3.779E-02 9.855E-02 -9.130E-01 -8.460E-01 1.387E+02 9.597E+00
at node ID 1668 1669 1668 1669 1668 1668
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.430E+04 exceeds prior maximum 2.158E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.412E-02 n/a 2.742E-01 n/a n/a n/a
current norm 7.719E-02 1.652E+00 1.180E+01 1.290E+00 8.908E+02 1.844E+01
initial norm 5.467E+00 3.198E+01 4.305E+01 2.081E+01 1.430E+04 1.062E+02
------------ trans rot trans rot trans rot
nodal max 1.383E-02 2.370E-02 3.176E-02 9.872E-03 5.809E+00 1.138E+00
at node ID 2021 2022 2021 2131 2021 1668
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.423E-03 n/a 3.790E-03 n/a n/a n/a
current norm 2.420E-02 4.903E-01 1.632E-01 5.622E-02 5.597E+02 5.596E+00
initial norm 5.470E+00 3.198E+01 4.305E+01 2.081E+01 1.430E+04 1.062E+02
------------ trans rot trans rot trans rot
nodal max 5.919E-03 8.785E-03 -5.878E-03 -1.660E-03 6.160E+00 4.489E-01
at node ID 2021 2022 2021 2039 1975 1975
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.465E-03 n/a 1.550E-03 n/a n/a n/a
current norm 1.896E-02 3.870E-01 6.674E-02 1.574E-02 3.367E+02 4.699E+00
initial norm 5.472E+00 3.196E+01 4.305E+01 2.081E+01 1.430E+04 1.062E+02
------------ trans rot trans rot trans rot
nodal max 4.008E-03 7.124E-03 3.259E-03 -8.725E-04 8.667E+00 2.876E-01
at node ID 1607 1977 1975 2021 2022 1668
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.862E-03 n/a 4.187E-04 n/a n/a n/a
current norm 1.019E-02 1.966E-01 1.803E-02 5.075E-03 1.957E+02 2.543E+00
initial norm 5.472E+00 3.196E+01 4.305E+01 2.081E+01 1.430E+04 1.062E+02
------------ trans rot trans rot trans rot
nodal max 2.670E-03 4.625E-03 -3.284E-03 2.969E-04 3.539E+00 1.637E-01
at node ID 2021 1608 2021 1976 2022 2021
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.489E-03 n/a 2.608E-04 n/a n/a n/a
current norm 8.151E-03 1.843E-01 1.123E-02 3.655E-03 1.904E+02 1.888E+00
initial norm 5.472E+00 3.195E+01 4.305E+01 2.081E+01 1.430E+04 1.062E+02
------------ trans rot trans rot trans rot
nodal max 2.512E-03 5.801E-03 9.520E-04 4.208E-04 1.934E+00 1.097E-01
at node ID 1607 2023 1975 2023 1976 1641
Iteration: 7 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 8.819E-04 n/a 9.987E-05 n/a n/a n/a
current norm 4.826E-03 9.536E-02 4.300E-03 1.346E-03 9.297E+01 1.257E+00
initial norm 5.472E+00 3.195E+01 4.305E+01 2.081E+01 1.430E+04 1.062E+02
------------ trans rot trans rot trans rot
nodal max 1.522E-03 2.400E-03 4.449E-04 -1.092E-04 1.740E+00 7.579E-02
at node ID 2022 2023 2022 2040 2023 1549
Equilibrium iterations summary step 58 t= 3.3103E-01 08/07/26 01:20:06
Number of iterations to converge = 7
Number of stiffness reformations = 1
Number of right hand side evaluations = 9
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 8.8194E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 9.9870E-05 vs Tolerance = 1.0000E-02
BEGIN implicit dynamics step 59 t= 3.3105E-01 08/07/26 01:20:06
============================================================
time = 3.31046E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.048E-01 n/a 7.341E-01 n/a n/a n/a
current norm 6.216E-01 8.510E+00 3.161E+01 2.201E+01 1.425E+04 9.890E+01
initial norm 5.932E+00 3.390E+01 4.305E+01 2.201E+01 1.425E+04 1.097E+02
------------ trans rot trans rot trans rot
nodal max 4.556E-02 7.123E-02 -1.243E+00 -2.765E-01 1.242E+02 6.985E+00
at node ID 1142 2066 176 2022 1975 2004
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.425E+04 exceeds prior maximum 2.175E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.384E-02 n/a 2.803E-01 n/a n/a n/a
current norm 8.219E-02 1.624E+00 1.207E+01 1.193E+00 9.243E+02 2.032E+01
initial norm 5.938E+00 3.357E+01 4.305E+01 2.201E+01 1.425E+04 1.097E+02
------------ trans rot trans rot trans rot
nodal max 1.937E-02 2.934E-02 8.118E-02 8.809E-02 1.656E+01 3.249E+00
at node ID 1975 1976 1976 1976 1994 1975
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.434E-03 n/a 4.950E-03 n/a n/a n/a
current norm 2.634E-02 5.366E-01 2.131E-01 9.666E-02 6.251E+02 6.939E+00
initial norm 5.941E+00 3.358E+01 4.305E+01 2.201E+01 1.425E+04 1.097E+02
------------ trans rot trans rot trans rot
nodal max 4.808E-03 1.109E-02 1.289E-02 6.752E-03 1.123E+01 8.982E-01
at node ID 1975 1976 1669 1651 1669 1651
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.820E-03 n/a 2.601E-03 n/a n/a n/a
current norm 2.865E-02 5.736E-01 1.120E-01 4.738E-02 5.380E+02 6.986E+00
initial norm 5.945E+00 3.359E+01 4.305E+01 2.201E+01 1.425E+04 1.097E+02
------------ trans rot trans rot trans rot
nodal max 8.267E-03 1.652E-02 -2.579E-02 -1.032E-02 1.192E+01 8.754E-01
at node ID 1975 1976 1975 1976 1975 1975
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.635E-03 n/a 1.949E-03 n/a n/a n/a
current norm 1.566E-02 3.369E-01 8.391E-02 1.264E-02 4.872E+02 6.721E+00
initial norm 5.946E+00 3.358E+01 4.305E+01 2.201E+01 1.425E+04 1.097E+02
------------ trans rot trans rot trans rot
nodal max 3.458E-03 6.803E-03 -2.111E-02 -3.459E-03 2.230E+01 1.022E+00
at node ID 544 1977 1976 1992 1976 1992
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.243E-03 n/a 1.162E-03 n/a n/a n/a
current norm 7.389E-03 1.570E-01 5.003E-02 6.009E-03 2.119E+02 2.154E+00
initial norm 5.945E+00 3.357E+01 4.305E+01 2.201E+01 1.425E+04 1.097E+02
------------ trans rot trans rot trans rot
nodal max 1.254E-03 2.496E-03 2.261E-03 4.297E-04 3.860E+00 2.373E-01
at node ID 788 1992 1976 1992 1669 1993
Iteration: 7 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.393E-04 n/a 2.188E-04 n/a n/a n/a
current norm 5.585E-03 1.110E-01 9.419E-03 2.295E-03 1.203E+02 1.289E+00
initial norm 5.946E+00 3.357E+01 4.305E+01 2.201E+01 1.425E+04 1.097E+02
------------ trans rot trans rot trans rot
nodal max 1.696E-03 2.950E-03 1.363E-03 2.729E-04 2.579E+00 1.756E-01
at node ID 544 515 544 1670 1669 1651
Equilibrium iterations summary step 59 t= 3.3105E-01 08/07/26 01:20:06
Number of iterations to converge = 7
Number of stiffness reformations = 1
Number of right hand side evaluations = 9
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 9.3933E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 2.1879E-04 vs Tolerance = 1.0000E-02
BEGIN implicit dynamics step 60 t= 3.3107E-01 08/07/26 01:20:06
============================================================
time = 3.31066E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.087E-01 n/a 9.154E-01 n/a n/a n/a
current norm 7.072E-01 8.387E+00 3.941E+01 2.090E+01 1.585E+04 1.086E+02
initial norm 6.505E+00 3.564E+01 4.305E+01 2.090E+01 1.585E+04 1.087E+02
------------ trans rot trans rot trans rot
nodal max 4.392E-02 1.101E-01 -1.794E+00 -8.230E-01 1.980E+02 9.202E+00
at node ID 1984 1976 1634 1670 1651 1670
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.585E+04 exceeds prior maximum 2.387E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.352E-02 n/a 3.627E-01 n/a n/a n/a
current norm 8.807E-02 1.617E+00 1.562E+01 8.899E-01 9.595E+02 2.167E+01
initial norm 6.515E+00 3.541E+01 4.305E+01 2.090E+01 1.585E+04 1.087E+02
------------ trans rot trans rot trans rot
nodal max 1.885E-02 2.530E-02 4.283E-02 4.491E-02 1.263E+01 2.514E+00
at node ID 1964 1963 1963 1963 1945 1963
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.433E-03 n/a 4.305E-03 n/a n/a n/a
current norm 2.238E-02 4.541E-01 1.853E-01 5.487E-02 5.042E+02 5.731E+00
initial norm 6.518E+00 3.542E+01 4.305E+01 2.090E+01 1.585E+04 1.087E+02
------------ trans rot trans rot trans rot
nodal max 6.602E-03 1.271E-02 1.365E-02 1.704E-03 5.731E+00 5.473E-01
at node ID 1608 1609 1608 1963 1591 544
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.887E-03 n/a 1.521E-03 n/a n/a n/a
current norm 1.882E-02 3.748E-01 6.549E-02 1.702E-02 3.038E+02 5.256E+00
initial norm 6.520E+00 3.544E+01 4.305E+01 2.090E+01 1.585E+04 1.087E+02
------------ trans rot trans rot trans rot
nodal max 6.604E-03 1.201E-02 -6.991E-03 1.393E-03 4.899E+00 4.698E-01
at node ID 1608 1609 1964 1608 1591 1627
Iteration: 5 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.372E-04 n/a 4.410E-04 n/a n/a n/a
current norm 6.110E-03 1.396E-01 1.898E-02 4.473E-03 1.897E+02 2.995E+00
initial norm 6.520E+00 3.543E+01 4.305E+01 2.090E+01 1.585E+04 1.087E+02
------------ trans rot trans rot trans rot
nodal max 2.031E-03 3.851E-03 -2.268E-03 7.528E-04 6.175E+00 3.129E-01
at node ID 1609 1962 1964 1963 1609 1963
Equilibrium iterations summary step 60 t= 3.3107E-01 08/07/26 01:20:07
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 9.3721E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 4.4096E-04 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.99526E-05 dt(new) = 3.16228E-05
------------------------------------------------------------
problem cycle = 3735
time = 3.3107E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 61 t= 3.3110E-01 08/07/26 01:20:07
============================================================
time = 3.31097E-01
current step size = 3.16228E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.731E-01 n/a 9.287E-01 n/a n/a n/a
current norm 1.256E+00 1.081E+01 5.143E+01 1.909E+01 1.202E+04 9.887E+01
initial norm 7.255E+00 3.734E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 7.860E-02 1.087E-01 -4.581E+00 -9.877E-01 6.757E+01 8.814E+00
at node ID 543 1581 543 1617 514 1599
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.202E+04 exceeds prior maximum 1.934E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.780E-02 n/a 2.813E-01 n/a n/a n/a
current norm 4.410E-01 3.830E+00 1.558E+01 9.829E-01 3.851E+03 6.245E+01
initial norm 7.630E+00 3.812E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 3.805E-02 5.338E-02 -3.088E-01 -1.198E-01 5.445E+01 5.426E+00
at node ID 262 291 262 291 290 292
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.380E-02 n/a 3.644E-02 n/a n/a n/a
current norm 1.059E-01 2.006E+00 2.018E+00 4.624E-01 3.160E+03 3.274E+01
initial norm 7.677E+00 3.815E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 3.549E-02 7.270E-02 -2.111E-01 -1.593E-01 5.628E+01 4.956E+00
at node ID 290 319 292 291 290 292
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.179E-03 n/a 1.720E-02 n/a n/a n/a
current norm 6.259E-02 1.119E+00 9.528E-01 2.594E-01 2.155E+03 2.262E+01
initial norm 7.652E+00 3.805E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.831E-02 3.859E-02 7.729E-02 2.974E-02 4.905E+01 2.797E+00
at node ID 348 319 262 291 1658 292
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.729E-02 n/a 2.790E-02 n/a n/a n/a
current norm 1.320E-01 2.150E+00 1.545E+00 2.537E-01 1.996E+03 2.133E+01
initial norm 7.634E+00 3.802E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 5.004E-02 7.378E-02 -4.606E+00 -8.946E-01 3.345E+01 1.800E+00
at node ID 262 291 262 291 262 1657
Iteration: 6 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.710E-02 n/a 2.302E-02 n/a n/a n/a
current norm 1.304E-01 2.503E+00 1.275E+00 1.443E-01 1.909E+03 2.213E+01
initial norm 7.629E+00 3.801E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 6.000E-02 9.574E-02 -1.872E+01 -3.446E+00 3.646E+01 4.388E+00
at node ID 262 291 262 291 292 292
Iteration: 7 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.935E-03 n/a 1.079E-02 n/a n/a n/a
current norm 4.533E-02 9.257E-01 5.975E-01 5.177E-02 1.804E+03 1.677E+01
initial norm 7.638E+00 3.797E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.549E-02 2.233E-02 -1.459E-01 -5.695E-02 8.264E+01 3.840E+00
at node ID 290 320 290 320 262 291
Iteration: 8 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.139E-03 n/a 1.207E-02 n/a n/a n/a
current norm 6.989E-02 1.363E+00 6.686E-01 3.393E-01 1.754E+03 1.755E+01
initial norm 7.648E+00 3.798E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 2.536E-02 5.713E-02 -6.943E-01 -4.441E-01 6.509E+01 3.056E+00
at node ID 290 319 1639 1657 1658 1658
Iteration: 9 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.735E-03 n/a 1.288E-02 n/a n/a n/a
current norm 5.927E-02 9.852E-01 7.134E-01 1.975E-01 1.495E+03 1.362E+01
initial norm 7.663E+00 3.801E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.706E-02 2.364E-02 -1.430E-01 -6.931E-02 4.708E+01 1.475E+00
at node ID 291 1962 1962 1962 1963 1963
Iteration: 10 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.420E-03 n/a 1.309E-02 n/a n/a n/a
current norm 7.224E-02 1.268E+00 7.250E-01 1.505E-01 1.368E+03 1.256E+01
initial norm 7.669E+00 3.801E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.930E-02 3.077E-02 -6.178E-01 -1.108E-01 2.548E+01 1.635E+00
at node ID 1962 1961 1962 320 291 262
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 9.649E-03 n/a 7.044E-03 n/a n/a n/a
current norm 7.407E-02 1.439E+00 3.901E-01 1.948E-01 1.741E+03 1.358E+01
initial norm 7.677E+00 3.801E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.610E-02 3.763E-02 -1.793E-01 -1.148E-01 3.671E+01 1.834E+00
at node ID 1963 1962 262 1657 291 262
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.541E-03 n/a 7.892E-03 n/a n/a n/a
current norm 6.559E-02 1.342E+00 4.371E-01 1.498E-01 1.609E+03 1.424E+01
initial norm 7.680E+00 3.801E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.542E-02 3.364E-02 -1.379E-01 -7.701E-02 2.571E+01 1.899E+00
at node ID 1963 1962 594 1657 1657 291
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.512E-03 n/a 7.560E-03 n/a n/a n/a
current norm 4.231E-02 7.781E-01 4.187E-01 5.394E-02 2.915E+02 1.163E+01
initial norm 7.675E+00 3.798E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.398E-02 3.036E-02 3.868E-02 7.894E-03 1.004E+01 1.265E+00
at node ID 1963 1962 1963 1962 1963 1657
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.702E-03 n/a 1.605E-03 n/a n/a n/a
current norm 2.074E-02 4.300E-01 8.886E-02 1.221E-02 3.877E+02 5.846E+00
initial norm 7.675E+00 3.796E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 6.100E-03 1.102E-02 1.891E-02 1.132E-02 1.005E+01 1.150E+00
at node ID 1963 1962 1962 1962 1962 1963
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.435E-03 n/a 8.226E-04 n/a n/a n/a
current norm 1.870E-02 4.384E-01 4.556E-02 5.434E-03 3.594E+02 5.581E+00
initial norm 7.677E+00 3.795E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 5.723E-03 1.542E-02 1.492E-02 2.340E-03 1.834E+01 7.339E-01
at node ID 782 1255 782 1980 1962 1944
Iteration: 16 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.668E-03 n/a 1.197E-03 n/a n/a n/a
current norm 2.818E-02 6.096E-01 6.627E-02 9.158E-03 5.227E+02 1.003E+01
initial norm 7.681E+00 3.794E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.004E-02 1.890E-02 -2.416E-02 7.896E-03 1.598E+01 1.705E+00
at node ID 782 753 1962 1980 782 1981
Iteration: 17 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.161E-03 n/a 1.087E-03 n/a n/a n/a
current norm 1.660E-02 4.392E-01 6.019E-02 3.241E-02 4.960E+02 9.888E+00
initial norm 7.683E+00 3.793E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 6.097E-03 2.129E-02 -1.864E-02 5.370E-03 1.342E+01 1.175E+00
at node ID 1961 1255 1961 753 1962 1963
Iteration: 18 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.232E-03 n/a 5.455E-04 n/a n/a n/a
current norm 1.715E-02 3.925E-01 3.021E-02 2.928E-02 4.337E+02 5.327E+00
initial norm 7.683E+00 3.791E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 5.068E-03 1.139E-02 1.482E-02 -1.565E-03 1.216E+01 8.105E-01
at node ID 817 1255 1962 1656 1962 1981
Iteration: 19 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.978E-03 n/a 2.334E-03 n/a n/a n/a
current norm 4.593E-02 1.018E+00 1.293E-01 1.197E-02 6.294E+02 1.102E+01
initial norm 7.684E+00 3.790E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.791E-02 3.378E-02 6.971E-02 -2.577E-02 1.930E+01 1.507E+00
at node ID 817 846 1962 753 817 1981
Iteration: 20 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.610E-03 n/a 3.247E-03 n/a n/a n/a
current norm 3.544E-02 7.998E-01 1.798E-01 4.412E-02 9.226E+02 1.900E+01
initial norm 7.686E+00 3.790E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.085E-02 2.195E-02 7.864E-02 -4.100E-02 1.884E+01 2.173E+00
at node ID 817 1961 1962 753 817 1963
Iteration: 21 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.758E-03 n/a 2.475E-03 n/a n/a n/a
current norm 2.120E-02 4.015E-01 1.371E-01 7.038E-02 8.850E+02 1.642E+01
initial norm 7.687E+00 3.790E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 7.028E-03 1.258E-02 -4.804E-02 -1.888E-02 2.207E+01 2.087E+00
at node ID 782 753 753 753 846 1962
Iteration: 22 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.620E-03 n/a 5.215E-03 n/a n/a n/a
current norm 5.859E-02 1.010E+00 2.888E-01 9.211E-02 7.074E+02 1.057E+01
initial norm 7.689E+00 3.791E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.497E-02 3.140E-02 -5.627E-01 -1.975E-01 2.471E+01 1.360E+00
at node ID 817 1255 1961 1962 1961 1963
Iteration: 23 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.610E-03 n/a 5.123E-03 n/a n/a n/a
current norm 6.621E-02 1.447E+00 2.837E-01 1.197E-01 5.607E+02 7.628E+00
initial norm 7.690E+00 3.791E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.861E-02 3.602E-02 -3.975E-01 -6.403E-02 1.684E+01 9.430E-01
at node ID 782 753 1653 817 1961 1963
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 24 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.306E-03 n/a 3.585E-03 n/a n/a n/a
current norm 3.313E-02 5.130E-01 1.985E-01 3.287E-03 1.663E+02 8.310E+00
initial norm 7.693E+00 3.791E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.468E-02 2.181E-02 1.442E-01 -2.036E-02 1.724E+01 2.706E+00
at node ID 1962 1961 1962 1963 1962 1981
Iteration: 25 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 8.120E-03 n/a 5.265E-03 n/a n/a n/a
current norm 6.248E-02 1.099E+00 2.916E-01 3.017E-02 3.482E+02 8.245E+00
initial norm 7.695E+00 3.792E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 3.127E-02 4.826E-02 -7.221E-01 -2.427E-01 2.412E+01 3.138E+00
at node ID 1962 1961 1962 1961 1962 1981
Iteration: 26 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.675E-03 n/a 1.990E-03 n/a n/a n/a
current norm 2.059E-02 4.108E-01 1.102E-01 1.188E-03 4.740E+02 6.912E+00
initial norm 7.696E+00 3.792E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 5.763E-03 1.367E-02 -2.656E-02 8.660E-03 1.974E+01 1.633E+00
at node ID 846 904 1962 1961 1961 1961
Iteration: 27 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.051E-03 n/a 7.874E-04 n/a n/a n/a
current norm 8.087E-03 1.614E-01 4.361E-02 1.028E-02 1.574E+02 3.697E+00
initial norm 7.696E+00 3.792E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 2.344E-03 4.314E-03 4.325E-03 2.613E-03 5.698E+00 1.029E+00
at node ID 846 1256 846 1981 846 1963
Iteration: 28 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.477E-03 n/a 3.172E-04 n/a n/a n/a
current norm 1.137E-02 2.270E-01 1.757E-02 6.443E-03 1.718E+02 3.142E+00
initial norm 7.697E+00 3.792E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 4.225E-03 7.664E-03 7.786E-03 -7.639E-04 7.371E+00 1.101E+00
at node ID 846 904 846 1961 846 1962
Iteration: 29 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.644E-03 n/a 3.421E-04 n/a n/a n/a
current norm 1.266E-02 2.734E-01 1.895E-02 1.639E-03 2.093E+02 3.149E+00
initial norm 7.698E+00 3.792E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 6.108E-03 9.862E-03 -5.524E-03 -4.403E-04 6.719E+00 6.648E-01
at node ID 846 875 817 1653 875 1961
Iteration: 30 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.280E-03 n/a 2.683E-04 n/a n/a n/a
current norm 9.852E-03 1.897E-01 1.486E-02 2.237E-03 1.410E+02 2.630E+00
initial norm 7.698E+00 3.792E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 4.166E-03 6.956E-03 -2.822E-03 1.794E-03 3.395E+00 4.849E-01
at node ID 846 875 846 875 1980 1981
Iteration: 31 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.457E-03 n/a 1.243E-04 n/a n/a n/a
current norm 1.121E-02 2.057E-01 6.882E-03 5.389E-03 1.025E+02 2.053E+00
initial norm 7.698E+00 3.793E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 4.947E-03 9.213E-03 -5.437E-03 -5.756E-03 4.346E+00 4.007E-01
at node ID 846 904 874 875 846 1962
Iteration: 32 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.154E-04 n/a 1.039E-04 n/a n/a n/a
current norm 5.507E-03 1.105E-01 5.752E-03 9.238E-04 6.800E+01 1.313E+00
initial norm 7.698E+00 3.793E+01 5.538E+01 2.105E+01 1.202E+04 9.887E+01
------------ trans rot trans rot trans rot
nodal max 1.222E-03 2.928E-03 -1.213E-03 -4.886E-04 2.776E+00 2.483E-01
at node ID 933 904 875 875 1652 1962
Equilibrium iterations summary step 61 t= 3.3110E-01 08/07/26 01:20:09
Number of iterations to converge = 32
Number of stiffness reformations = 3
Number of right hand side evaluations = 80
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 7.1544E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 1.0386E-04 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.16228E-05 dt(new) = 1.58489E-05
------------------------------------------------------------
problem cycle = 3816
time = 3.3110E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 62 t= 3.3111E-01 08/07/26 01:20:09
============================================================
time = 3.31113E-01
current step size = 1.58489E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.909E-02 n/a 1.000E+00 n/a n/a n/a
current norm 8.343E-01 7.594E+00 8.101E+01 2.541E+01 1.406E+04 1.092E+02
initial norm 8.419E+00 3.955E+01 8.101E+01 2.541E+01 1.406E+04 1.383E+02
------------ trans rot trans rot trans rot
nodal max 5.557E-02 9.300E-02 -2.422E+00 -7.428E-01 1.658E+02 1.170E+01
at node ID 1963 1671 1963 1653 1652 1653
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.406E+04 exceeds prior maximum 3.987E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.774E-03 n/a 1.402E-01 n/a n/a n/a
current norm 5.702E-02 1.172E+00 1.136E+01 1.192E+00 5.193E+02 1.522E+01
initial norm 8.418E+00 3.922E+01 8.101E+01 2.541E+01 1.406E+04 1.383E+02
------------ trans rot trans rot trans rot
nodal max 8.081E-03 2.036E-02 1.995E-02 1.780E-02 7.831E+00 1.724E+00
at node ID 1653 724 753 1652 753 1652
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.586E-03 n/a 8.832E-04 n/a n/a n/a
current norm 1.336E-02 2.691E-01 7.155E-02 3.713E-02 2.519E+02 4.070E+00
initial norm 8.419E+00 3.921E+01 8.101E+01 2.541E+01 1.406E+04 1.383E+02
------------ trans rot trans rot trans rot
nodal max 2.752E-03 4.684E-03 4.013E-03 2.779E-03 4.736E+00 6.090E-01
at node ID 783 1671 1036 1671 753 1671
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.192E-03 n/a 2.741E-04 n/a n/a n/a
current norm 1.004E-02 1.942E-01 2.220E-02 9.603E-03 1.129E+02 2.224E+00
initial norm 8.420E+00 3.921E+01 8.101E+01 2.541E+01 1.406E+04 1.383E+02
------------ trans rot trans rot trans rot
nodal max 2.585E-03 4.852E-03 3.175E-03 5.314E-04 5.574E+00 2.388E-01
at node ID 783 724 753 754 753 1671
Iteration: 5 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 3.178E-04 n/a 5.880E-05 n/a n/a n/a
current norm 2.676E-03 5.171E-02 4.763E-03 3.292E-04 5.610E+01 1.023E+00
initial norm 8.420E+00 3.921E+01 8.101E+01 2.541E+01 1.406E+04 1.383E+02
------------ trans rot trans rot trans rot
nodal max 8.877E-04 1.415E-03 -2.491E-04 1.458E-04 1.742E+00 1.574E-01
at node ID 783 754 753 754 753 1671
Equilibrium iterations summary step 62 t= 3.3111E-01 08/07/26 01:20:09
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 3.1781E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 5.8796E-05 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.58489E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
3824 t 3.3111E-01 dt 1.58E-05 write d3plot file 08/07/26 01:20:09
BEGIN implicit dynamics step 63 t= 3.3114E-01 08/07/26 01:20:10
============================================================
time = 3.31138E-01
current step size = 2.51189E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.451E-01 n/a 1.000E+00 n/a n/a n/a
current norm 1.406E+00 9.433E+00 9.407E+01 1.906E+01 2.531E+04 1.944E+02
initial norm 9.685E+00 4.156E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 7.786E-02 9.541E-02 -5.746E+00 -5.410E-01 1.989E+02 1.063E+01
at node ID 1990 1671 1926 1977 456 724
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.531E+04 exceeds prior maximum 2.994E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.430E-02 n/a 3.984E-01 n/a n/a n/a
current norm 1.387E-01 2.557E+00 3.748E+01 2.887E-01 2.311E+03 5.160E+01
initial norm 9.702E+00 4.106E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 2.171E-02 3.223E-02 1.344E-01 1.098E-01 2.725E+01 4.952E+00
at node ID 1976 629 754 1977 1979 1976
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.716E-03 n/a 1.233E-02 n/a n/a n/a
current norm 6.519E-02 1.078E+00 1.160E+00 1.131E-01 1.851E+03 2.291E+01
initial norm 9.707E+00 4.104E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 2.303E-02 3.366E-02 -1.017E-01 6.002E-02 2.372E+01 3.183E+00
at node ID 2102 2120 2085 2120 2084 2120
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.939E-03 n/a 6.466E-03 n/a n/a n/a
current norm 5.770E-02 9.583E-01 6.083E-01 1.276E-01 1.890E+03 2.094E+01
initial norm 9.715E+00 4.099E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 1.098E-02 2.038E-02 -1.849E-01 2.024E-02 4.434E+01 1.433E+00
at node ID 1961 1255 1256 724 1979 2120
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.508E-03 n/a 1.160E-02 n/a n/a n/a
current norm 9.240E-02 1.507E+00 1.091E+00 6.010E-02 1.561E+03 2.545E+01
initial norm 9.718E+00 4.096E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 3.151E-02 4.138E-02 -6.824E-01 8.835E-02 1.683E+01 1.894E+00
at node ID 2102 2120 2102 2120 753 1976
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.451E-03 n/a 3.194E-03 n/a n/a n/a
current norm 2.382E-02 4.636E-01 3.005E-01 4.612E-02 1.337E+03 1.728E+01
initial norm 9.717E+00 4.092E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 5.661E-03 1.105E-02 3.665E-02 5.882E-03 2.207E+01 1.878E+00
at node ID 1961 1255 1961 1558 1256 1977
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.308E-03 n/a 3.517E-03 n/a n/a n/a
current norm 5.159E-02 9.544E-01 3.308E-01 1.434E-01 1.511E+03 1.839E+01
initial norm 9.719E+00 4.090E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 1.551E-02 2.445E-02 -1.408E-01 -3.668E-02 1.521E+01 2.286E+00
at node ID 753 724 753 725 726 753
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.327E-03 n/a 3.255E-03 n/a n/a n/a
current norm 4.207E-02 7.009E-01 3.062E-01 6.723E-02 1.166E+03 1.678E+01
initial norm 9.722E+00 4.088E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 8.167E-03 1.332E-02 -1.060E-01 -3.313E-02 9.662E+00 1.081E+00
at node ID 1976 724 1976 724 1672 1961
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.801E-03 n/a 2.191E-03 n/a n/a n/a
current norm 3.697E-02 6.535E-01 2.061E-01 5.022E-02 8.334E+02 1.326E+01
initial norm 9.725E+00 4.087E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 1.137E-02 2.059E-02 -4.210E-02 -4.791E-02 1.670E+01 1.129E+00
at node ID 1559 1558 754 1558 1559 724
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.422E-03 n/a 1.983E-03 n/a n/a n/a
current norm 3.328E-02 6.188E-01 1.865E-01 3.146E-02 7.453E+02 1.035E+01
initial norm 9.726E+00 4.086E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 8.034E-03 1.673E-02 -6.693E-02 -1.087E-02 1.012E+01 6.708E-01
at node ID 754 725 1654 1672 754 753
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.491E-03 n/a 1.895E-03 n/a n/a n/a
current norm 3.396E-02 7.034E-01 1.783E-01 3.961E-02 8.333E+02 1.025E+01
initial norm 9.727E+00 4.086E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 8.597E-03 1.962E-02 -5.634E-02 -3.847E-02 1.388E+01 8.701E-01
at node ID 1559 1558 724 1558 725 1962
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.700E-03 n/a 1.447E-03 n/a n/a n/a
current norm 2.627E-02 5.416E-01 1.361E-01 3.592E-02 7.931E+02 1.029E+01
initial norm 9.727E+00 4.086E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 5.700E-03 9.841E-03 -4.993E-02 6.110E-03 1.199E+01 7.367E-01
at node ID 1443 1255 1672 1576 725 1578
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.218E-03 n/a 9.237E-04 n/a n/a n/a
current norm 2.158E-02 3.292E-01 8.689E-02 2.698E-02 1.108E+02 6.094E+00
initial norm 9.727E+00 4.086E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 5.993E-03 1.176E-02 1.630E-02 4.640E-03 3.687E+00 1.246E+00
at node ID 1961 1255 1961 1255 725 754
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.234E-03 n/a 5.102E-04 n/a n/a n/a
current norm 2.173E-02 3.707E-01 4.799E-02 1.274E-02 3.884E+02 5.888E+00
initial norm 9.727E+00 4.086E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 7.736E-03 1.424E-02 1.193E-02 -4.641E-03 6.508E+00 8.344E-01
at node ID 1961 1255 1961 754 1255 754
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.227E-03 n/a 3.774E-04 n/a n/a n/a
current norm 1.193E-02 2.372E-01 3.550E-02 1.436E-03 2.857E+02 4.412E+00
initial norm 9.728E+00 4.085E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 3.700E-03 4.875E-03 7.106E-03 1.644E-03 3.564E+00 6.733E-01
at node ID 1657 1943 1657 1656 1979 1961
Iteration: 16 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.480E-03 n/a 2.334E-04 n/a n/a n/a
current norm 1.440E-02 2.887E-01 2.196E-02 5.127E-03 1.490E+02 4.165E+00
initial norm 9.729E+00 4.084E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 6.695E-03 1.246E-02 1.895E-02 1.778E-03 6.888E+00 7.347E-01
at node ID 1657 1656 1657 754 1255 1255
Iteration: 17 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.203E-03 n/a 4.560E-04 n/a n/a n/a
current norm 3.117E-02 6.282E-01 4.290E-02 1.095E-02 5.037E+02 7.468E+00
initial norm 9.731E+00 4.083E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 1.725E-02 2.757E-02 4.658E-02 -9.274E-03 1.271E+01 1.216E+00
at node ID 1657 1656 1676 1656 1674 1675
Iteration: 18 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.551E-03 n/a 4.568E-04 n/a n/a n/a
current norm 1.510E-02 3.197E-01 4.297E-02 6.342E-03 7.495E+02 9.978E+00
initial norm 9.732E+00 4.083E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 8.814E-03 1.463E-02 -2.588E-02 -5.707E-03 1.242E+01 1.531E+00
at node ID 1657 1656 1657 1639 1655 1675
Iteration: 19 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.988E-03 n/a 6.479E-04 n/a n/a n/a
current norm 1.935E-02 3.620E-01 6.095E-02 1.941E-02 7.138E+02 9.244E+00
initial norm 9.733E+00 4.082E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 7.436E-03 1.377E-02 -3.998E-02 -7.023E-03 2.257E+01 1.223E+00
at node ID 1657 1656 1657 696 1656 1658
Iteration: 20 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.715E-03 n/a 1.309E-03 n/a n/a n/a
current norm 1.669E-02 3.398E-01 1.231E-01 2.095E-02 4.725E+02 8.262E+00
initial norm 9.732E+00 4.083E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 4.771E-03 9.378E-03 -1.415E-02 4.557E-03 1.741E+01 1.713E+00
at node ID 724 695 1674 754 1674 1675
Iteration: 21 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.220E-03 n/a 9.245E-04 n/a n/a n/a
current norm 3.134E-02 5.911E-01 8.697E-02 5.467E-02 4.893E+02 7.454E+00
initial norm 9.733E+00 4.083E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 1.730E-02 2.849E-02 -4.310E-01 -9.405E-02 1.273E+01 1.067E+00
at node ID 1657 1656 1657 1656 725 1639
Iteration: 22 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.432E-03 n/a 7.061E-04 n/a n/a n/a
current norm 1.393E-02 2.604E-01 6.643E-02 2.675E-02 3.610E+02 5.458E+00
initial norm 9.733E+00 4.084E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 5.114E-03 1.229E-02 -3.019E-02 -7.246E-03 2.548E+01 1.732E+00
at node ID 1656 1655 1637 1638 1655 1639
Iteration: 23 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.976E-04 n/a 5.796E-04 n/a n/a n/a
current norm 9.709E-03 1.714E-01 5.452E-02 1.057E-02 1.941E+02 3.679E+00
initial norm 9.733E+00 4.084E+01 9.407E+01 1.906E+01 2.531E+04 1.944E+02
------------ trans rot trans rot trans rot
nodal max 4.427E-03 6.788E-03 -9.048E-03 -4.441E-03 1.375E+01 1.172E+00
at node ID 1637 1638 1657 1639 1656 1639
Equilibrium iterations summary step 63 t= 3.3114E-01 08/07/26 01:20:11
Number of iterations to converge = 23
Number of stiffness reformations = 2
Number of right hand side evaluations = 56
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 9.9755E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 5.7961E-04 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 2.51189E-05 dt(new) = 1.25893E-05
------------------------------------------------------------
BEGIN implicit dynamics step 64 t= 3.3115E-01 08/07/26 01:20:11
============================================================
time = 3.31151E-01
current step size = 1.25893E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.063E-02 n/a 1.000E+00 n/a n/a n/a
current norm 8.441E-01 6.886E+00 1.292E+02 2.994E+01 1.486E+04 1.115E+02
initial norm 1.047E+01 4.183E+01 1.292E+02 2.994E+01 1.486E+04 1.710E+02
------------ trans rot trans rot trans rot
nodal max 5.445E-02 8.576E-02 -3.489E+00 -1.711E+00 2.543E+02 2.650E+01
at node ID 754 1255 1637 1656 1656 1656
DIVERGENCE (increasing translational residual norm) detected:
current norm 1.486E+04 exceeds prior maximum 6.163E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.595E-03 n/a 1.436E-01 n/a n/a n/a
current norm 5.857E-02 1.074E+00 1.855E+01 1.833E+00 5.432E+02 1.595E+01
initial norm 1.047E+01 4.158E+01 1.292E+02 2.994E+01 1.486E+04 1.710E+02
------------ trans rot trans rot trans rot
nodal max 1.341E-02 2.312E-02 3.685E-02 3.893E-02 8.007E+00 3.094E+00
at node ID 1671 725 1672 1672 1671 1672
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.284E-03 n/a 7.980E-04 n/a n/a n/a
current norm 1.344E-02 2.593E-01 1.031E-01 5.603E-02 2.644E+02 3.793E+00
initial norm 1.047E+01 4.157E+01 1.292E+02 2.994E+01 1.486E+04 1.710E+02
------------ trans rot trans rot trans rot
nodal max 4.743E-03 8.539E-03 3.994E-03 6.749E-03 5.841E+00 8.635E-01
at node ID 1671 1672 1671 1672 206 1672
Iteration: 4 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 8.365E-04 n/a 2.527E-04 n/a n/a n/a
current norm 8.757E-03 1.846E-01 3.265E-02 1.244E-02 1.092E+02 2.467E+00
initial norm 1.047E+01 4.156E+01 1.292E+02 2.994E+01 1.486E+04 1.710E+02
------------ trans rot trans rot trans rot
nodal max 3.161E-03 5.651E-03 2.439E-03 7.003E-04 4.692E+00 3.108E-01
at node ID 1671 1672 206 1653 206 1255
Equilibrium iterations summary step 64 t= 3.3115E-01 08/07/26 01:20:11
Number of iterations to converge = 4
Number of stiffness reformations = 1
Number of right hand side evaluations = 6
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 8.3652E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 2.5274E-04 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.25893E-05 dt(new) = 1.99526E-05
------------------------------------------------------------
problem cycle = 3888
time = 3.3115E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 65 t= 3.3117E-01 08/07/26 01:20:11
============================================================
time = 3.31171E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.180E-01 n/a 1.000E+00 n/a n/a n/a
current norm 1.384E+00 9.056E+00 1.408E+02 2.625E+01 2.552E+04 1.979E+02
initial norm 1.173E+01 4.312E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 7.304E-02 1.726E-01 -8.345E+00 -3.060E+00 3.896E+02 2.902E+01
at node ID 1626 1672 630 629 695 695
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.552E+04 exceeds prior maximum 4.406E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.000E-02 n/a 3.767E-01 n/a n/a n/a
current norm 1.174E-01 2.106E+00 5.302E+01 1.680E+00 1.820E+03 4.492E+01
initial norm 1.174E+01 4.271E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 2.246E-02 4.333E-02 -1.688E-01 1.587E-01 3.257E+01 7.023E+00
at node ID 1977 178 695 1978 695 178
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.163E-03 n/a 6.503E-03 n/a n/a n/a
current norm 3.713E-02 7.177E-01 9.154E-01 7.807E-02 1.183E+03 1.423E+01
initial norm 1.174E+01 4.266E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 9.263E-03 2.009E-02 -9.054E-02 -2.373E-02 3.121E+01 2.756E+00
at node ID 119 149 178 149 149 178
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.270E-03 n/a 2.991E-03 n/a n/a n/a
current norm 3.840E-02 7.444E-01 4.210E-01 1.402E-01 1.224E+03 1.796E+01
initial norm 1.174E+01 4.263E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 9.899E-03 2.338E-02 -2.953E-02 -8.865E-03 1.965E+01 1.952E+00
at node ID 206 178 178 629 206 629
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.674E-03 n/a 1.881E-03 n/a n/a n/a
current norm 1.966E-02 3.701E-01 2.647E-01 1.841E-02 7.085E+02 1.175E+01
initial norm 1.174E+01 4.261E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 4.734E-03 7.379E-03 -1.347E-02 8.315E-03 2.191E+01 2.041E+00
at node ID 112 120 23 1995 120 178
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.390E-03 n/a 8.328E-04 n/a n/a n/a
current norm 1.632E-02 2.752E-01 1.172E-01 2.006E-02 5.761E+02 7.412E+00
initial norm 1.174E+01 4.260E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 4.497E-03 7.605E-03 9.275E-03 1.694E-03 1.371E+01 8.980E-01
at node ID 1995 584 526 1978 555 1995
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.529E-03 n/a 5.927E-04 n/a n/a n/a
current norm 1.796E-02 3.171E-01 8.342E-02 1.818E-02 5.934E+02 8.547E+00
initial norm 1.174E+01 4.258E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 5.028E-03 8.000E-03 -1.847E-02 -5.543E-03 1.531E+01 9.369E-01
at node ID 206 177 206 178 149 178
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.077E-03 n/a 5.282E-04 n/a n/a n/a
current norm 1.266E-02 2.582E-01 7.435E-02 1.536E-02 4.049E+02 5.992E+00
initial norm 1.175E+01 4.257E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 3.292E-03 8.407E-03 5.724E-03 -2.052E-03 8.946E+00 1.430E+00
at node ID 16 23 526 178 555 178
Iteration: 9 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.049E-04 n/a 2.419E-04 n/a n/a n/a
current norm 8.280E-03 1.583E-01 3.405E-02 1.084E-02 3.374E+02 3.704E+00
initial norm 1.175E+01 4.257E+01 1.408E+02 2.738E+01 2.552E+04 1.979E+02
------------ trans rot trans rot trans rot
nodal max 2.026E-03 3.437E-03 2.896E-03 -6.480E-04 5.244E+00 3.644E-01
at node ID 112 15 526 178 207 1672
Equilibrium iterations summary step 65 t= 3.3117E-01 08/07/26 01:20:12
Number of iterations to converge = 9
Number of stiffness reformations = 1
Number of right hand side evaluations = 11
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 7.0494E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 2.4191E-04 vs Tolerance = 1.0000E-02
BEGIN implicit dynamics step 66 t= 3.3119E-01 08/07/26 01:20:12
============================================================
time = 3.31191E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.156E-01 n/a 1.000E+00 n/a n/a n/a
current norm 1.521E+00 9.816E+00 1.662E+02 2.931E+01 2.784E+04 2.220E+02
initial norm 1.316E+01 4.431E+01 1.662E+02 3.141E+01 2.784E+04 2.220E+02
------------ trans rot trans rot trans rot
nodal max 8.405E-02 1.420E-01 -1.798E+01 -2.346E+00 3.247E+02 2.797E+01
at node ID 16 1978 16 1978 16 17
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.784E+04 exceeds prior maximum 4.634E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.255E-03 n/a 3.571E-01 n/a n/a n/a
current norm 1.218E-01 2.290E+00 5.936E+01 3.676E+00 2.010E+03 4.618E+01
initial norm 1.316E+01 4.384E+01 1.662E+02 3.141E+01 2.784E+04 2.220E+02
------------ trans rot trans rot trans rot
nodal max 2.241E-02 3.951E-02 -2.415E-01 1.554E-01 4.090E+01 5.005E+00
at node ID 120 23 17 149 23 555
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.177E-03 n/a 5.806E-03 n/a n/a n/a
current norm 4.183E-02 8.074E-01 9.652E-01 1.382E-01 1.246E+03 1.615E+01
initial norm 1.317E+01 4.381E+01 1.662E+02 3.141E+01 2.784E+04 2.220E+02
------------ trans rot trans rot trans rot
nodal max 1.229E-02 1.970E-02 1.173E-01 1.299E-02 2.993E+01 2.375E+00
at node ID 1750 1751 1750 1749 1750 1732
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.654E-03 n/a 2.577E-03 n/a n/a n/a
current norm 3.495E-02 6.400E-01 4.284E-01 6.022E-02 1.044E+03 1.665E+01
initial norm 1.317E+01 4.379E+01 1.662E+02 3.141E+01 2.784E+04 2.220E+02
------------ trans rot trans rot trans rot
nodal max 8.723E-03 1.359E-02 3.679E-02 -1.037E-02 2.344E+01 2.158E+00
at node ID 119 1751 1750 149 149 1732
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.555E-03 n/a 1.383E-03 n/a n/a n/a
current norm 2.048E-02 4.019E-01 2.299E-01 2.298E-03 5.800E+02 1.062E+01
initial norm 1.317E+01 4.378E+01 1.662E+02 3.141E+01 2.784E+04 2.220E+02
------------ trans rot trans rot trans rot
nodal max 4.860E-03 8.585E-03 -1.381E-02 7.422E-03 1.927E+01 9.539E-01
at node ID 1750 1751 120 1751 149 177
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.259E-03 n/a 5.433E-04 n/a n/a n/a
current norm 1.658E-02 3.177E-01 9.031E-02 1.561E-02 5.848E+02 8.015E+00
initial norm 1.317E+01 4.379E+01 1.662E+02 3.141E+01 2.784E+04 2.220E+02
------------ trans rot trans rot trans rot
nodal max 5.099E-03 9.776E-03 -1.447E-02 -7.678E-03 1.487E+01 1.234E+00
at node ID 1750 120 1750 1751 1750 1732
Iteration: 7 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 7.000E-04 n/a 2.896E-04 n/a n/a n/a
current norm 9.218E-03 1.901E-01 4.814E-02 1.641E-02 3.983E+02 5.644E+00
initial norm 1.317E+01 4.378E+01 1.662E+02 3.141E+01 2.784E+04 2.220E+02
------------ trans rot trans rot trans rot
nodal max 3.782E-03 5.627E-03 -8.855E-03 -4.664E-03 1.817E+01 1.281E+00
at node ID 1750 1751 1751 1751 149 1732
Equilibrium iterations summary step 66 t= 3.3119E-01 08/07/26 01:20:12
Number of iterations to converge = 7
Number of stiffness reformations = 1
Number of right hand side evaluations = 9
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 7.0000E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 2.8963E-04 vs Tolerance = 1.0000E-02
problem cycle = 3910
time = 3.3119E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 67 t= 3.3121E-01 08/07/26 01:20:12
============================================================
time = 3.31211E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.134E-01 n/a 1.000E+00 n/a n/a n/a
current norm 1.671E+00 1.055E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
initial norm 1.473E+01 4.630E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
------------ trans rot trans rot trans rot
nodal max 7.461E-02 1.345E-01 -8.776E+00 -2.405E+00 2.021E+02 1.980E+01
at node ID 1750 1557 16 1557 178 1557
DIVERGENCE (increasing translational residual norm) detected:
current norm 3.006E+04 exceeds prior maximum 5.095E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.903E-03 n/a 2.684E-01 n/a n/a n/a
current norm 1.165E-01 2.145E+00 5.350E+01 3.634E+00 1.831E+03 4.627E+01
initial norm 1.474E+01 4.579E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
------------ trans rot trans rot trans rot
nodal max 1.292E-02 2.878E-02 -1.045E-01 6.326E-02 2.396E+01 3.555E+00
at node ID 464 1557 1558 1557 148 149
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.207E-03 n/a 2.269E-03 n/a n/a n/a
current norm 3.252E-02 6.667E-01 4.523E-01 1.989E-01 9.662E+02 1.425E+01
initial norm 1.474E+01 4.576E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
------------ trans rot trans rot trans rot
nodal max 6.514E-03 1.115E-02 3.673E-02 9.536E-03 1.172E+01 1.121E+00
at node ID 1009 980 1009 1575 149 1575
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.601E-03 n/a 1.288E-03 n/a n/a n/a
current norm 3.834E-02 7.450E-01 2.567E-01 9.437E-02 9.984E+02 1.902E+01
initial norm 1.474E+01 4.574E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
------------ trans rot trans rot trans rot
nodal max 7.853E-03 1.318E-02 2.659E-02 8.430E-03 1.294E+01 1.647E+00
at node ID 1009 148 1757 143 1757 1557
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.195E-03 n/a 8.915E-04 n/a n/a n/a
current norm 1.761E-02 3.609E-01 1.777E-01 1.926E-03 6.104E+02 1.364E+01
initial norm 1.474E+01 4.573E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
------------ trans rot trans rot trans rot
nodal max 3.658E-03 6.043E-03 -9.705E-03 -3.055E-03 1.049E+01 1.200E+00
at node ID 1104 1010 174 145 174 145
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.174E-03 n/a 3.884E-04 n/a n/a n/a
current norm 1.731E-02 3.095E-01 7.742E-02 2.843E-02 6.838E+02 8.967E+00
initial norm 1.474E+01 4.572E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
------------ trans rot trans rot trans rot
nodal max 5.049E-03 7.902E-03 7.738E-03 -2.997E-03 1.561E+01 1.093E+00
at node ID 119 22 1978 177 148 1444
Iteration: 7 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 6.552E-04 n/a 2.846E-04 n/a n/a n/a
current norm 9.660E-03 1.869E-01 5.673E-02 1.452E-03 4.240E+02 7.337E+00
initial norm 1.474E+01 4.573E+01 1.993E+02 3.456E+01 3.006E+04 2.477E+02
------------ trans rot trans rot trans rot
nodal max 2.413E-03 3.914E-03 4.025E-03 -5.945E-04 5.633E+00 5.554E-01
at node ID 2117 2135 1757 980 1757 1557
Equilibrium iterations summary step 67 t= 3.3121E-01 08/07/26 01:20:13
Number of iterations to converge = 7
Number of stiffness reformations = 1
Number of right hand side evaluations = 9
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 6.5523E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 2.8461E-04 vs Tolerance = 1.0000E-02
problem cycle = 3920
time = 3.3121E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
3920 t 3.3121E-01 dt 2.00E-05 write d3plot file 08/07/26 01:20:13
BEGIN implicit dynamics step 68 t= 3.3123E-01 08/07/26 01:20:13
============================================================
time = 3.31231E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.104E-01 n/a 1.000E+00 n/a n/a n/a
current norm 1.817E+00 1.031E+01 2.327E+02 3.211E+01 2.984E+04 2.416E+02
initial norm 1.646E+01 4.865E+01 2.327E+02 3.211E+01 2.984E+04 2.416E+02
------------ trans rot trans rot trans rot
nodal max 8.888E-02 1.004E-01 -1.245E+01 -1.978E+00 2.698E+02 2.254E+01
at node ID 145 144 145 370 399 144
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.984E+04 exceeds prior maximum 5.402E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 7.664E-03 n/a 2.313E-01 n/a n/a n/a
current norm 1.262E-01 2.295E+00 5.382E+01 3.056E+00 1.968E+03 5.122E+01
initial norm 1.647E+01 4.827E+01 2.327E+02 3.211E+01 2.984E+04 2.416E+02
------------ trans rot trans rot trans rot
nodal max 2.688E-02 4.675E-02 -2.668E-01 4.585E-01 3.141E+01 9.979E+00
at node ID 149 120 145 120 145 120
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.085E-03 n/a 3.543E-03 n/a n/a n/a
current norm 3.433E-02 7.332E-01 8.246E-01 1.808E-01 1.095E+03 1.716E+01
initial norm 1.647E+01 4.825E+01 2.327E+02 3.211E+01 2.984E+04 2.416E+02
------------ trans rot trans rot trans rot
nodal max 7.715E-03 1.449E-02 -5.397E-02 -1.287E-02 1.636E+01 2.057E+00
at node ID 555 584 121 120 149 149
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.908E-03 n/a 2.061E-03 n/a n/a n/a
current norm 4.789E-02 9.617E-01 4.796E-01 1.380E-01 1.196E+03 1.896E+01
initial norm 1.647E+01 4.825E+01 2.327E+02 3.211E+01 2.984E+04 2.416E+02
------------ trans rot trans rot trans rot
nodal max 1.511E-02 3.384E-02 -1.307E-01 -1.177E-01 2.313E+01 2.472E+00
at node ID 149 120 149 120 23 149
Iteration: 5 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.801E-03 n/a 1.362E-03 n/a n/a n/a
current norm 2.966E-02 6.181E-01 3.170E-01 5.403E-02 9.219E+02 1.873E+01
initial norm 1.647E+01 4.824E+01 2.327E+02 3.211E+01 2.984E+04 2.416E+02
------------ trans rot trans rot trans rot
nodal max 1.108E-02 1.949E-02 -3.801E-02 7.877E-03 2.116E+01 1.814E+00
at node ID 555 584 23 526 23 150
Iteration: 6 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.143E-04 n/a 7.065E-04 n/a n/a n/a
current norm 1.506E-02 3.257E-01 1.644E-01 4.223E-02 7.817E+02 1.189E+01
initial norm 1.647E+01 4.823E+01 2.327E+02 3.211E+01 2.984E+04 2.416E+02
------------ trans rot trans rot trans rot
nodal max 4.551E-03 7.982E-03 -9.658E-03 6.100E-03 1.359E+01 1.315E+00
at node ID 1978 1977 1978 584 120 150
Equilibrium iterations summary step 68 t= 3.3123E-01 08/07/26 01:20:13
Number of iterations to converge = 6
Number of stiffness reformations = 1
Number of right hand side evaluations = 10
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 9.1429E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 7.0647E-04 vs Tolerance = 1.0000E-02
BEGIN implicit dynamics step 69 t= 3.3125E-01 08/07/26 01:20:14
============================================================
time = 3.31250E-01
current step size = 1.99526E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.070E-01 n/a 1.000E+00 n/a n/a n/a
current norm 1.963E+00 1.021E+01 2.696E+02 3.234E+01 2.596E+04 2.280E+02
initial norm 1.834E+01 5.113E+01 2.696E+02 3.234E+01 2.596E+04 2.280E+02
------------ trans rot trans rot trans rot
nodal max 8.288E-02 1.497E-01 -5.540E+00 -1.616E+00 1.499E+02 1.196E+01
at node ID 621 1556 1557 1556 1557 1573
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.596E+04 exceeds prior maximum 5.809E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.468E-03 n/a 1.195E-01 n/a n/a n/a
current norm 1.003E-01 2.103E+00 3.221E+01 2.279E+00 1.342E+03 4.090E+01
initial norm 1.834E+01 5.086E+01 2.696E+02 3.234E+01 2.596E+04 2.280E+02
------------ trans rot trans rot trans rot
nodal max 1.485E-02 3.657E-02 -7.722E-02 8.062E-02 1.313E+01 3.163E+00
at node ID 967 1555 1557 1556 938 1556
Iteration: 3 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.635E-03 n/a 1.301E-03 n/a n/a n/a
current norm 2.999E-02 6.635E-01 3.508E-01 1.710E-01 8.480E+02 1.416E+01
initial norm 1.834E+01 5.087E+01 2.696E+02 3.234E+01 2.596E+04 2.280E+02
------------ trans rot trans rot trans rot
nodal max 7.389E-03 1.080E-02 5.517E-02 6.188E-03 1.694E+01 1.213E+00
at node ID 864 893 864 865 864 865
Iteration: 4 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.766E-03 n/a 7.881E-04 n/a n/a n/a
current norm 3.239E-02 6.915E-01 2.124E-01 7.788E-02 6.699E+02 1.461E+01
initial norm 1.834E+01 5.090E+01 2.696E+02 3.234E+01 2.596E+04 2.280E+02
------------ trans rot trans rot trans rot
nodal max 9.373E-03 1.503E-02 4.757E-02 6.179E-03 1.571E+01 1.484E+00
at node ID 864 613 864 865 864 865
Iteration: 5 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.280E-04 n/a 4.254E-04 n/a n/a n/a
current norm 1.702E-02 3.595E-01 1.147E-01 1.661E-02 5.792E+02 1.312E+01
initial norm 1.834E+01 5.090E+01 2.696E+02 3.234E+01 2.596E+04 2.280E+02
------------ trans rot trans rot trans rot
nodal max 7.159E-03 1.165E-02 1.990E-02 3.369E-03 1.004E+01 8.787E-01
at node ID 584 613 584 893 938 2068
Equilibrium iterations summary step 69 t= 3.3125E-01 08/07/26 01:20:14
Number of iterations to converge = 5
Number of stiffness reformations = 1
Number of right hand side evaluations = 7
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 9.2800E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 4.2539E-04 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.99526E-05 dt(new) = 3.16228E-05
------------------------------------------------------------
BEGIN implicit dynamics step 70 t= 3.3128E-01 08/07/26 01:20:14
============================================================
time = 3.31282E-01
current step size = 3.16228E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.625E-01 n/a 1.000E+00 n/a n/a n/a
current norm 3.351E+00 1.374E+01 3.175E+02 2.988E+01 2.865E+04 2.578E+02
initial norm 2.062E+01 5.427E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.491E-01 1.447E-01 -1.185E+01 -2.411E+00 1.489E+02 1.332E+01
at node ID 621 17 1696 1191 61 864
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.865E+04 exceeds prior maximum 4.183E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 4.673E-02 n/a 2.195E-01 n/a n/a n/a
current norm 1.008E+00 4.659E+00 6.969E+01 3.766E-01 7.439E+03 1.560E+02
initial norm 2.157E+01 5.542E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 4.226E-02 4.560E-02 -5.221E-01 1.031E-01 6.033E+01 9.450E+00
at node ID 1811 1161 1131 2028 1464 2028
Iteration: 3 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 1.095E-02 n/a 2.568E-02 n/a n/a n/a
current norm 2.370E-01 3.149E+00 8.154E+00 2.709E-01 7.674E+03 9.983E+01
initial norm 2.165E+01 5.559E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 5.141E-02 5.797E-02 -5.803E-01 1.233E-01 8.394E+01 5.690E+00
at node ID 1053 703 1447 1081 1465 1190
Iteration: 4 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 6.066E-03 n/a 1.290E-02 n/a n/a n/a
current norm 1.309E-01 1.788E+00 4.097E+00 4.053E-01 3.959E+03 4.980E+01
initial norm 2.159E+01 5.551E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.760E-02 4.907E-02 -3.849E-01 -6.884E-02 6.527E+01 3.825E+00
at node ID 1132 1161 1131 1130 1101 1131
Iteration: 5 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 9.982E-03 n/a 1.149E-02 n/a n/a n/a
current norm 2.152E-01 2.651E+00 3.647E+00 4.911E-01 3.553E+03 4.628E+01
initial norm 2.156E+01 5.546E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 3.692E-02 4.106E-02 -1.567E+00 -2.147E-01 2.546E+01 2.722E+00
at node ID 1053 1446 1447 1445 702 2030
Iteration: 6 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 7.343E-03 n/a 4.773E-03 n/a n/a n/a
current norm 1.583E-01 2.266E+00 1.516E+00 6.545E-01 3.362E+03 4.293E+01
initial norm 2.156E+01 5.542E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 3.977E-02 4.829E-02 -1.441E+00 -3.071E-01 5.124E+01 2.664E+00
at node ID 1053 703 731 731 1465 1446
Iteration: 7 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.737E-03 n/a 2.987E-03 n/a n/a n/a
current norm 8.059E-02 1.292E+00 9.483E-01 2.931E-01 2.795E+03 3.297E+01
initial norm 2.157E+01 5.542E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.942E-02 2.584E-02 -4.211E-01 -6.851E-02 3.110E+01 1.918E+00
at node ID 702 703 702 731 702 1169
Iteration: 8 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 5.836E-03 n/a 5.729E-03 n/a n/a n/a
current norm 1.260E-01 1.957E+00 1.819E+00 2.792E-01 2.398E+03 2.735E+01
initial norm 2.159E+01 5.546E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.987E-02 4.692E-02 -1.040E+00 -4.621E-01 7.344E+01 2.964E+00
at node ID 1101 1130 1131 1130 1130 1131
Iteration: 9 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.131E-03 n/a 4.079E-03 n/a n/a n/a
current norm 8.929E-02 1.448E+00 1.295E+00 1.714E-01 2.844E+03 3.365E+01
initial norm 2.161E+01 5.546E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.708E-02 3.258E-02 -2.127E-01 6.468E-02 2.770E+01 2.120E+00
at node ID 1464 1466 1447 1130 1464 1130
Iteration: 10 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.984E-03 n/a 4.403E-03 n/a n/a n/a
current norm 1.511E-01 2.406E+00 1.398E+00 4.718E-01 3.566E+03 4.508E+01
initial norm 2.163E+01 5.544E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 2.430E-02 5.588E-02 4.786E-01 -1.615E-01 4.132E+01 2.433E+00
at node ID 1101 1159 1679 1130 1130 1169
Iteration: 11 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 6.819E-03 n/a 5.254E-03 n/a n/a n/a
current norm 1.475E-01 2.404E+00 1.668E+00 2.091E-01 3.182E+03 4.254E+01
initial norm 2.163E+01 5.544E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 2.760E-02 4.814E-02 -4.372E-01 -9.014E-02 3.359E+01 2.274E+00
at node ID 1082 1130 2022 1081 1130 1072
Iteration: 12 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.120E-03 n/a 2.999E-03 n/a n/a n/a
current norm 8.909E-02 1.495E+00 9.521E-01 2.596E-01 2.650E+03 3.227E+01
initial norm 2.162E+01 5.541E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.727E-02 3.459E-02 1.601E-01 -9.820E-02 4.026E+01 2.373E+00
at node ID 1464 1130 1679 1130 1130 1072
ITERATION LIMIT reached, automatically REFORMING stiffness matrix...
Iteration: 13 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.390E-03 n/a 3.526E-03 n/a n/a n/a
current norm 7.327E-02 1.253E+00 1.120E+00 2.173E-01 7.582E+02 4.001E+01
initial norm 2.161E+01 5.532E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.386E-02 2.900E-02 2.207E-01 5.039E-02 2.383E+01 6.120E+00
at node ID 1679 58 613 1130 613 1159
Iteration: 14 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 4.041E-03 n/a 2.531E-03 n/a n/a n/a
current norm 8.732E-02 1.700E+00 8.037E-01 1.436E-01 1.701E+03 3.570E+01
initial norm 2.161E+01 5.529E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 2.806E-02 5.719E-02 7.582E-01 -4.348E-01 7.383E+01 5.955E+00
at node ID 613 58 613 58 613 1159
Iteration: 15 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.280E-03 n/a 3.135E-03 n/a n/a n/a
current norm 7.087E-02 1.463E+00 9.952E-01 5.287E-02 2.734E+03 5.471E+01
initial norm 2.160E+01 5.530E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.766E-02 2.893E-02 -1.022E-01 -9.634E-02 4.086E+01 6.663E+00
at node ID 1679 1188 1131 1159 612 1678
Iteration: 16 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.222E-03 n/a 2.774E-03 n/a n/a n/a
current norm 4.801E-02 7.081E-01 8.807E-01 1.620E-01 2.004E+03 4.831E+01
initial norm 2.161E+01 5.532E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.010E-02 2.044E-02 -1.038E-01 -7.335E-02 5.852E+01 7.031E+00
at node ID 1677 58 58 58 613 1678
Iteration: 17 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 3.811E-03 n/a 4.560E-03 n/a n/a n/a
current norm 8.239E-02 1.700E+00 1.448E+00 5.347E-01 1.409E+03 3.620E+01
initial norm 2.162E+01 5.529E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.801E-02 4.108E-02 4.409E-01 -2.358E-01 2.622E+01 4.367E+00
at node ID 1679 1697 1679 1678 613 1695
Iteration: 18 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.935E-03 n/a 1.318E-03 n/a n/a n/a
current norm 6.347E-02 1.170E+00 4.184E-01 3.817E-01 1.457E+03 2.711E+01
initial norm 2.162E+01 5.530E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.910E-02 3.701E-02 -2.902E-01 -1.725E-01 4.710E+01 3.926E+00
at node ID 1679 1661 1662 58 613 58
Iteration: 19 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 2.713E-03 n/a 1.916E-03 n/a n/a n/a
current norm 5.867E-02 1.204E+00 6.083E-01 1.973E-01 1.224E+03 2.021E+01
initial norm 2.162E+01 5.532E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.358E-02 3.103E-02 -1.823E-01 -9.878E-02 2.160E+01 2.188E+00
at node ID 1191 1678 1191 1679 613 1661
Iteration: 20 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.798E-03 n/a 9.205E-04 n/a n/a n/a
current norm 3.887E-02 7.297E-01 2.922E-01 7.383E-02 8.410E+02 1.611E+01
initial norm 2.162E+01 5.532E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 1.094E-02 1.394E-02 -7.726E-02 -1.896E-02 1.740E+01 2.138E+00
at node ID 1679 1697 1105 1133 1698 1661
Iteration: 21 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.380E-03 n/a 5.612E-04 n/a n/a n/a
current norm 2.983E-02 5.034E-01 1.782E-01 5.070E-02 8.757E+02 1.852E+01
initial norm 2.162E+01 5.533E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 6.895E-03 1.147E-02 -5.834E-02 1.019E-02 1.715E+01 2.476E+00
at node ID 1105 1697 1105 58 1105 554
Iteration: 22 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.032E-03 n/a 4.547E-04 n/a n/a n/a
current norm 2.231E-02 4.563E-01 1.444E-01 6.172E-02 7.017E+02 1.335E+01
initial norm 2.162E+01 5.531E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 7.482E-03 1.178E-02 -3.828E-02 -1.631E-02 1.231E+01 2.842E+00
at node ID 1105 1106 1105 1678 1105 1678
Iteration: 23 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 6.292E-04 n/a 2.183E-04 n/a n/a n/a
current norm 1.360E-02 2.489E-01 6.931E-02 2.804E-02 4.082E+02 8.700E+00
initial norm 2.162E+01 5.531E+01 3.175E+02 6.619E+01 2.865E+04 2.578E+02
------------ trans rot trans rot trans rot
nodal max 2.476E-03 6.115E-03 -5.419E-03 -2.395E-03 7.214E+00 1.130E+00
at node ID 1105 1106 1191 1697 1698 612
Equilibrium iterations summary step 70 t= 3.3128E-01 08/07/26 01:20:16
Number of iterations to converge = 23
Number of stiffness reformations = 2
Number of right hand side evaluations = 64
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 6.2918E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 2.1829E-04 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in more than ITEOPT+ITEWIN= 16 iterations,
automatic time step size DECREASE:
dt(old) = 3.16228E-05 dt(new) = 1.58489E-05
------------------------------------------------------------
BEGIN implicit dynamics step 71 t= 3.3130E-01 08/07/26 01:20:16
============================================================
time = 3.31298E-01
current step size = 1.58489E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 8.146E-02 n/a 1.000E+00 n/a n/a n/a
current norm 1.907E+00 9.795E+00 3.983E+02 4.205E+01 2.736E+04 2.617E+02
initial norm 2.341E+01 5.831E+01 3.983E+02 4.205E+01 2.736E+04 2.617E+02
------------ trans rot trans rot trans rot
nodal max 8.286E-02 8.451E-02 -4.685E+00 -6.160E-01 1.544E+02 1.782E+01
at node ID 1852 1625 1660 1465 61 2029
DIVERGENCE (increasing translational residual norm) detected:
current norm 2.736E+04 exceeds prior maximum 8.328E+03
automatically REFORMING stiffness matrix...
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 3.468E-03 n/a 8.255E-02 n/a n/a n/a
current norm 8.117E-02 1.617E+00 3.288E+01 2.977E+00 1.064E+03 3.672E+01
initial norm 2.340E+01 5.803E+01 3.983E+02 4.205E+01 2.736E+04 2.617E+02
------------ trans rot trans rot trans rot
nodal max 9.584E-03 2.670E-02 -3.807E-02 4.033E-02 8.710E+00 2.213E+00
at node ID 1104 1678 1679 1678 819 1678
Iteration: 3 displacement energy residual
---------- trans rot trans rot trans rot
norm ratio 9.050E-04 n/a 5.886E-04 n/a n/a n/a
current norm 2.118E-02 4.382E-01 2.345E-01 8.303E-02 4.841E+02 1.071E+01
initial norm 2.341E+01 5.803E+01 3.983E+02 4.205E+01 2.736E+04 2.617E+02
------------ trans rot trans rot trans rot
nodal max 3.891E-03 6.293E-03 5.023E-03 3.648E-03 5.207E+00 8.506E-01
at node ID 791 1679 1996 1679 819 1680
Equilibrium iterations summary step 71 t= 3.3130E-01 08/07/26 01:20:16
Number of iterations to converge = 3
Number of stiffness reformations = 1
Number of right hand side evaluations = 5
Convergence detected as a combination of
1. Ratio of euclidian displacement translational norms
Value = 9.0496E-04 vs Tolerance = 1.0000E-03
2. Ratio of euclidian energy translational norms
Value = 5.8858E-04 vs Tolerance = 1.0000E-02
------------------------------------------------------------
Converged in less than ITEOPT-ITEWIN= 6 iterations,
automatic time step size INCREASE:
dt(old) = 1.58489E-05 dt(new) = 2.51189E-05
------------------------------------------------------------
problem cycle = 4010
time = 3.3130E-01
added mass = 0.0000E+00
percentage increase = 0.0000E+00
BEGIN implicit dynamics step 72 t= 3.3132E-01 08/07/26 01:20:16
============================================================
time = 3.31323E-01
current step size = 2.51189E-05
Iteration: 1 displacement energy residual
---------- **trans** rot trans rot trans rot
norm ratio 1.301E-01 n/a 8.025E-04 n/a n/a n/a
current norm 3.165E+00 1.209E+01 4.386E+02 3.170E+01 6.921E+03 1.122E+02
initial norm 2.432E+01 5.921E+01 5.465E+05 4.593E+01 6.921E+03 1.449E+02
------------ trans rot trans rot trans rot
nodal max 1.468E-01 9.163E-02 -4.316E+05 -9.664E-01 2.867E+01 3.149E+00
at node ID 31 848 324 876 1465 1678
DIVERGENCE (increasing translational residual norm) detected:
current norm 6.921E+03 exceeds prior maximum 5.881E+03
automatically REFORMING stiffness matrix...
Contact algorithm rejected current iterate,
list of element pairs affected follows (at most 10):
Element # 290 vs 294
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 2.51189E-05 dt(new) = 1.16591E-05
------------------------------------------------------------
Iterations summary for failed step 72 t= 3.3132E-01 08/07/26 01:20:17
Number of iterations = 2
Number of stiffness reformations = 1
Number of right hand side evaluations = 14
BEGIN implicit dynamics step 72 t= 3.3131E-01 08/07/26 01:20:17
============================================================
time = 3.31310E-01
current step size = 1.16591E-05
Contact algorithm rejected current iterate,
list of element pairs affected follows (at most 10):
Element # 290 vs 294
------------------------------------------------------------
automatic time step size DECREASE, RETRY step:
dt(old) = 1.16591E-05 dt(new) = 1.00000E-05
------------------------------------------------------------
Iterations summary for failed step 72 t= 3.3131E-01 08/07/26 01:20:17
Number of iterations = 1
Number of stiffness reformations = 0
Number of right hand side evaluations = 2
BEGIN implicit dynamics step 72 t= 3.3131E-01 08/07/26 01:20:17
============================================================
time = 3.31308E-01
current step size = 1.00000E-05
Iteration: 1 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 5.110E-02 n/a 1.000E+00 n/a n/a n/a
current norm 1.256E+00 6.380E+00 4.268E+02 3.731E+01 1.114E+04 1.056E+02
initial norm 2.458E+01 5.988E+01 4.268E+02 3.731E+01 1.336E+04 2.481E+02
------------ trans rot trans rot trans rot
nodal max 5.837E-02 5.497E-02 7.380E-01 1.140E-01 5.669E+01 4.559E+00
at node ID 1816 1189 2066 1679 1465 2028
Iteration: 2 displacement energy residual
---------- **trans** rot **trans** rot trans rot
norm ratio 2.548E-03 n/a 1.511E-02 n/a n/a n/a
current norm 6.267E-02 9.343E-01 6.447E+00 7.682E-01 3.309E+03 3.942E+01
initial norm 2.459E+01 5.976E+01 4.268E+02 3.731E+01 1.336E+04 2.481E+02
------------ trans rot trans rot trans rot
nodal max 1.062E-02 1.415E-02 -1.329E-01 -2.404E-02 3.403E+01 2.215E+00
at node ID 1168 1170 1197 1197 1168 1664
Contact algorithm rejected current iterate,
list of element pairs affected follows (at most 10):
Element # 290 vs 293
*** Error 60004 (IMP+4)
*********************************************************
* *
* - FATAL ERROR - *
* *
* Nonlinear solver failed to find equilibrium. *
* *
*********************************************************
Writing out last converged state for implicit.
4030 t 3.3130E-01 dt 0.00E+00 write d3plot file 08/07/26 01:20:17
E r r o r t e r m i n a t i o n 08/07/26 01:20:17
S t o r a g e a l l o c a t i o n
Memory required to complete solution (memory= 286K)
Minimum 48K on processor 1
Maximum 55K on processor 0
Average 52K
Matrix Assembly dynamically allocated memory
Maximum 957K
Additional dynamically allocated memory
Minimum 16M on processor 1
Maximum 17M on processor 0
Average 16M
Total allocated memory
Minimum 17M on processor 1
Maximum 18M on processor 0
Average 17M
T i m i n g i n f o r m a t i o n
CPU(seconds) %CPU Clock(seconds) %Clock
----------------------------------------------------------------
Keyword Processing ... 2.6151E-02 0.02 2.6205E-02 0.02
KW Reading ......... 5.5966E-03 0.00 5.5970E-03 0.00
MPP Decomposition .... 3.0881E-02 0.02 3.2370E-02 0.02
Init Proc .......... 1.9227E-02 0.02 2.0311E-02 0.02
Decomposition ...... 2.2858E-03 0.00 2.2860E-03 0.00
Translation ........ 9.2973E-03 0.01 9.7005E-03 0.01
Initialization ....... 3.9872E+00 3.16 7.8500E+00 6.00
Init Proc Phase 1 .. 1.5435E-02 0.01 1.6231E-02 0.01
Init Proc Phase 2 .. 5.7997E-03 0.00 7.0335E-03 0.01
Mortar Contact ..... 1.4860E-02 0.01 1.4859E-02 0.01
Element processing ... 2.3466E+01 18.62 2.3466E+01 17.93
Shells ............. 2.2793E+01 18.08 2.2792E+01 17.42
E Other ............ 4.3266E-02 0.03 4.3787E-02 0.03
Binary databases ..... 1.9878E-01 0.16 1.9876E-01 0.15
ASCII database ....... 1.3693E-02 0.01 1.3849E-02 0.01
Contact algorithm .... 4.3497E+01 34.51 4.3499E+01 33.24
Interf. ID 1 4.3440E+01 34.46 4.3442E+01 33.19
Rigid Bodies ......... 3.7262E-02 0.03 3.7300E-02 0.03
Force gather ....... 1.3420E-02 0.01 1.3284E-02 0.01
Kinematic Update ... 3.6534E-03 0.00 3.8215E-03 0.00
Implicit ............. 2.3588E-01 0.19 2.3782E-01 0.18
Implicit Nonlinear ... 1.6815E+01 13.34 1.7637E+01 13.48
Imp. NL force mod .. 1.4340E+01 11.38 1.4337E+01 10.95
Implicit Lin. Alg. ... 3.5977E+01 28.54 3.6104E+01 27.59
Imp. LA Mtx Assemb . 1.4515E+01 11.51 1.4514E+01 11.09
Imp. LA Factor ..... 1.9089E+01 15.14 1.9090E+01 14.59
Imp. LA Solve ...... 2.3289E+00 1.85 2.4543E+00 1.88
Time step size ....... 1.9401E-02 0.02 1.9716E-02 0.02
Time step Sharing .... 1.5014E+00 1.19 1.5012E+00 1.15
Others ............... 4.2082E-02 0.03 4.2535E-02 0.03
Force Sharing ........ 4.5368E-02 0.04 4.5121E-02 0.03
Misc. 1 .............. 6.0281E-02 0.05 6.2861E-02 0.05
Scale Masses ....... 3.3367E-02 0.03 3.3234E-02 0.03
Force Constraints .. 4.7522E-03 0.00 4.8930E-03 0.00
Misc. 3 .............. 1.6358E-03 0.00 1.6230E-03 0.00
Misc. 4 .............. 9.3587E-02 0.07 9.3713E-02 0.07
Timestep Init ...... 3.5369E-02 0.03 3.4776E-02 0.03
Apply Loads ........ 3.8182E-02 0.03 3.8364E-02 0.03
Compute exwork ..... 3.6858E-03 0.00 3.6900E-03 0.00
----------------------------------------------------------------
T o t a l s 1.2605E+02 100.00 1.3087E+02 100.00
Problem time = 3.3130E-01
Problem cycle = 4030
Total CPU time = 126 seconds ( 0 hours 2 minutes 6 seconds)
CPU time per zone cycle = 9407.475 nanoseconds
Clock time per zone cycle= 9190.278 nanoseconds
Parallel execution with 2 MPP proc
NLQ used/max 72/ 72
C P U T i m i n g i n f o r m a t i o n
Processor Hostname CPU/Avg_CPU CPU(seconds)
---------------------------------------------------------------------------
# 0 e52fdae19baa 0.96832 1.2209E+02
# 1 e52fdae19baa 1.03168 1.3008E+02
---------------------------------------------------------------------------
T o t a l s 2.5217E+02
Start time 08/07/2026 01:18:14
End time 08/07/2026 01:20:17
Elapsed time 123 seconds for 4030 cycles using 2 MPP procs
( 0 hour 2 minutes 3 seconds)
E r r o r t e r m i n a t i o n 08/07/26 01:20:17
4030 t 3.3130E-01 dt 0.00E+00 flush i/o buffers 08/07/26 01:20:17
Total running time of the script: (2 minutes 42.876 seconds)