---------------------------------------------------------------------------- c a u c h y - b o r n c o n s t i t u t i v e m o d e l This program computes the finite deformation constitutive response of an arbitrary multilattice single crystal. The code is based on the local quasicontinuum (QC) method (http://qcmethod.org). The program uses interatomic potentials compatible with the Knowledgebase of Interatomic Models (KIM) project (https://openkim.org). Copyright (C) 2015 E. B. Tadmor ---------------------------------------------------------------------------- Test calculation: Lattice invariance shear of cubic crystal **setting factor** * Default globaltol set to 0.10000E-15 CG global tolerance = 0.10000E-15 **reading material data** Material name 'Si(diamond)' material information Bravais lattice vectors: a1 = 0.00000 1.50000 1.50000 a2 = 1.50000 0.00000 1.50000 a3 = 1.50000 1.50000 0.00000 Basis atoms: Number of basis atoms = 2 spec mass reference shift vector 14 1.00 0.00000 0.00000 0.00000 14 1.00 0.75000 0.75000 0.75000 **reading constitutive information** KIM Model name: Three_Body_Stillinger_Weber_Si__MO_405512056662_004 Maximum cut-off distance: 3.7711800000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = ACTIVATED Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 1.5000000000000000 1.5000000000000000 1.5000000000000000 0.0000000000000000 1.5000000000000000 1.5000000000000000 1.5000000000000000 0.0000000000000000 Input basis atom positions 0.0000000000000000 0.0000000000000000 0.0000000000000000 0.7500000000000000 0.7500000000000000 0.7500000000000000 Relaxed lattice vectors 0.00000000000000052468 2.71547488920260748912 2.71547488920260704504 2.71547488920260704504 -0.00000000000000011090 2.71547488920260704504 2.71547488920260704504 2.71547488920260748912 0.00000000000000019165 Relaxed basis atom positions 0.00000000000000000000 0.00000000000000000000 0.00000000000000000000 1.35773744460130396661 1.35773744460130374456 1.35773744460130374456 **deform crystal** Method: relax shifts Mode: multiple steps, nsteps = 100 Deformation gradient 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 *** step number: 0 *** Deformation gradient in current step 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 0.00000000 0.00000000 0.00000000 energy density (per reference volume) = -0.2165668414 Kirchhoff stress 0.26293E-15 -0.50733E-16 0.44186E-15 -0.50733E-16 0.31165E-15 0.56744E-16 0.44186E-15 0.56744E-16 0.36037E-15 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94507375 0.47696717 0.47696717 0.00000000 -0.00000000 -0.00000000 0.47696717 0.94507375 0.47696717 0.00000000 -0.00000000 -0.00000000 0.47696717 0.47696717 0.94507375 0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.68501454 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.68501454 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.68501454 *** step number: 1 *** Deformation gradient in current step 0.99500000 -0.00500000 -0.00500000 0.00500000 1.00500000 0.00500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.00432442 0.00421798 -0.00009470 energy density (per reference volume) = -0.2165463350 Kirchhoff stress -0.23080E-02 -0.21434E-04 -0.17648E-02 -0.21434E-04 0.23714E-02 0.17567E-02 -0.17648E-02 0.17567E-02 -0.20148E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94138882 0.47695533 0.47990406 -0.00449983 -0.00160457 -0.00176748 0.47695533 0.94839424 0.47405176 0.00451565 0.00172605 0.00156811 0.47990406 0.47405176 0.94508338 0.00000801 0.00293515 -0.00290807 -0.00449983 0.00451565 0.00000801 0.68477195 -0.00318085 0.00297261 -0.00160457 0.00172605 0.00293515 -0.00318085 0.68347853 -0.00006545 -0.00176748 0.00156811 -0.00290807 0.00297261 -0.00006545 0.68639233 *** step number: 2 *** Deformation gradient in current step 0.99000000 -0.01000000 -0.01000000 0.01000000 1.01000000 0.01000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.00876401 0.00833820 -0.00037876 energy density (per reference volume) = -0.2164848655 Kirchhoff stress -0.45474E-02 -0.85625E-04 -0.35330E-02 -0.85625E-04 0.48009E-02 0.35007E-02 -0.35330E-02 0.35007E-02 -0.80347E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93734393 0.47691954 0.48284298 -0.00897270 -0.00324756 -0.00356988 0.47691954 0.95134710 0.47117725 0.00903581 0.00340369 0.00310230 0.48284298 0.47117725 0.94511157 0.00003169 0.00588507 -0.00577688 -0.00897270 0.00903581 0.00003169 0.68404501 -0.00656046 0.00572801 -0.00324756 0.00340369 0.00588507 -0.00656046 0.68178730 -0.00026176 -0.00356988 0.00310230 -0.00577688 0.00572801 -0.00026176 0.68760917 *** step number: 3 *** Deformation gradient in current step 0.98500000 -0.01500000 -0.01500000 0.01500000 1.01500000 0.01500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.01332754 0.01236927 -0.00085200 energy density (per reference volume) = -0.2163825809 Kirchhoff stress -0.67132E-02 -0.19223E-03 -0.52997E-02 -0.19223E-03 0.72835E-02 0.52274E-02 -0.52997E-02 0.52274E-02 -0.17987E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93294487 0.47685907 0.48576463 -0.01340764 -0.00493034 -0.00540120 0.47685907 0.95393051 0.46836298 0.01354898 0.00502547 0.00460564 0.48576463 0.46836298 0.94515618 0.00006992 0.00883737 -0.00859453 -0.01340764 0.01354898 0.00006992 0.68283625 -0.01012881 0.00825774 -0.00493034 0.00502547 0.00883737 -0.01012881 0.67994413 -0.00058877 -0.00540120 0.00460564 -0.00859453 0.00825774 -0.00058877 0.68866254 *** step number: 4 *** Deformation gradient in current step 0.98000000 -0.02000000 -0.02000000 0.02000000 1.02000000 0.02000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.01802383 0.01631973 -0.00151417 energy density (per reference volume) = -0.2162397272 Kirchhoff stress -0.88003E-02 -0.34070E-03 -0.70598E-02 -0.34070E-03 0.98138E-02 0.69325E-02 -0.70598E-02 0.69325E-02 -0.31750E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92819865 0.47677269 0.48864986 -0.01779388 -0.00665361 -0.00725589 0.47677269 0.95614398 0.46562811 0.01804351 0.00658352 0.00608164 0.48864986 0.46562811 0.94521370 0.00012086 0.01177965 -0.01134938 -0.01779388 0.01804351 0.00012086 0.68114988 -0.01387541 0.01055386 -0.00665361 0.00658352 0.01177965 -0.01387541 0.67795255 -0.00104622 -0.00725589 0.00608164 -0.01134938 0.01055386 -0.00104622 0.68955018 *** step number: 5 *** Deformation gradient in current step 0.97500000 -0.02500000 -0.02500000 0.02500000 1.02500000 0.02500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.02286170 0.02019802 -0.00236486 energy density (per reference volume) = -0.2160566468 Kirchhoff stress -0.10804E-01 -0.53024E-03 -0.88086E-02 -0.53024E-03 0.12387E-01 0.86119E-02 -0.88086E-02 0.86119E-02 -0.49154E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92311348 0.47665871 0.49147982 -0.02212085 -0.00841744 -0.00912887 0.47665871 0.95798842 0.46299152 0.02250760 0.00806954 0.00753425 0.49147982 0.46299152 0.94527922 0.00018195 0.01469962 -0.01403020 -0.02212085 0.02250760 0.00018195 0.67899177 -0.01778927 0.01260901 -0.00841744 0.00806954 0.01469962 -0.01778927 0.67581642 -0.00163373 -0.00912887 0.00753425 -0.01403020 0.01260901 -0.00163373 0.69027000 *** step number: 6 *** Deformation gradient in current step 0.97000000 -0.03000000 -0.03000000 0.03000000 1.03000000 0.03000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.02784998 0.02401253 -0.00340360 energy density (per reference volume) = -0.2158337760 Kirchhoff stress -0.12719E-01 -0.75987E-03 -0.10541E-01 -0.75987E-03 0.14998E-01 0.10262E-01 -0.10541E-01 0.10262E-01 -0.69986E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91769870 0.47651501 0.49423603 -0.02637821 -0.01022121 -0.01101554 0.47651501 0.95946606 0.46047169 0.02692926 0.00947484 0.00896770 0.49423603 0.46047169 0.94534651 0.00024993 0.01758511 -0.01662619 -0.02637821 0.02692926 0.00024993 0.67636947 -0.02185892 0.01441634 -0.01022121 0.00947484 0.01758511 -0.02185892 0.67353986 -0.00235077 -0.01101554 0.00896770 -0.01662619 0.01441634 -0.00235077 0.69082010 *** step number: 7 *** Deformation gradient in current step 0.96500000 -0.03500000 -0.03500000 0.03500000 1.03500000 0.03500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.03299752 0.02777153 -0.00462973 energy density (per reference volume) = -0.2155716428 Kirchhoff stress -0.14541E-01 -0.10284E-02 -0.12252E-01 -0.10284E-02 0.17641E-01 0.11879E-01 -0.12252E-01 0.11879E-01 -0.93982E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91196472 0.47633906 0.49690047 -0.03055583 -0.01206366 -0.01291171 0.47633906 0.96058052 0.45808664 0.03129637 0.01079044 0.01038653 0.49690047 0.45808664 0.94540807 0.00032083 0.02042421 -0.01912708 -0.03055583 0.03129637 0.00032083 0.67329215 -0.02607238 0.01596960 -0.01206366 0.01079044 0.02042421 -0.02607238 0.67112729 -0.00319666 -0.01291171 0.01038653 -0.01912708 0.01596960 -0.00319666 0.69119872 *** step number: 8 *** Deformation gradient in current step 0.96000000 -0.04000000 -0.04000000 0.04000000 1.04000000 0.04000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.03831308 0.03148318 -0.00604251 energy density (per reference volume) = -0.2152708633 Kirchhoff stress -0.16266E-01 -0.13343E-02 -0.13937E-01 -0.13343E-02 0.20313E-01 0.13459E-01 -0.13937E-01 0.13459E-01 -0.12084E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90592279 0.47612796 0.49945542 -0.03464387 -0.01394301 -0.01481363 0.47612796 0.96133672 0.45585379 0.03559664 0.01200707 0.01179536 0.49945542 0.45585379 0.94545489 0.00039001 0.02320509 -0.02152322 -0.03464387 0.03559664 0.00039001 0.66977059 -0.03041726 0.01726314 -0.01394301 0.01200707 0.02320509 -0.03041726 0.66858317 -0.00417056 -0.01481363 0.01179536 -0.02152322 0.01726314 -0.00417056 0.69140424 *** step number: 9 *** Deformation gradient in current step 0.95500000 -0.04500000 -0.04500000 0.04500000 1.04500000 0.04500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.04380541 0.03515555 -0.00764103 energy density (per reference volume) = -0.2149321379 Kirchhoff stress -0.17889E-01 -0.16761E-02 -0.15591E-01 -0.16761E-02 0.23009E-01 0.15001E-01 -0.15591E-01 0.15001E-01 -0.15020E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89957330 0.47587838 0.50186952 -0.03863395 -0.01586984 -0.01671922 0.47587838 0.96174083 0.45378978 0.03981763 0.01311515 0.01319892 0.50186952 0.45378978 0.94545959 0.00045077 0.02590060 -0.02380716 -0.03863395 0.03981763 0.00045077 0.66581707 -0.03488198 0.01829178 -0.01586984 0.01311515 0.02590060 -0.03488198 0.66589797 -0.00527284 -0.01671922 0.01319892 -0.02380716 0.01829178 -0.00527284 0.69143499 *** step number: 10 *** Deformation gradient in current step 0.95000000 -0.05000000 -0.05000000 0.05000000 1.05000000 0.05000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.04948317 0.03879659 -0.00942424 energy density (per reference volume) = -0.2145562495 Kirchhoff stress -0.19405E-01 -0.20520E-02 -0.17209E-01 -0.20520E-02 0.25723E-01 0.16500E-01 -0.17209E-01 0.16500E-01 -0.18160E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89277655 0.47558493 0.50393678 -0.04253424 -0.01801130 -0.01864485 0.47558493 0.96180026 0.45190819 0.04394656 0.01410296 0.01460163 0.50393678 0.45190819 0.94517568 0.00047560 0.02828858 -0.02599468 -0.04253424 0.04394656 0.00047560 0.66144356 -0.03947267 0.01904891 -0.01801130 0.01410296 0.02828858 -0.03947267 0.66288705 -0.00652380 -0.01864485 0.01460163 -0.02599468 0.01904891 -0.00652380 0.69128708 *** step number: 11 *** Deformation gradient in current step 0.94500000 -0.05500000 -0.05500000 0.05500000 1.05500000 0.05500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.05535493 0.04241413 -0.01139092 energy density (per reference volume) = -0.2141440756 Kirchhoff stress -0.20808E-01 -0.24593E-02 -0.18781E-01 -0.24593E-02 0.28453E-01 0.17957E-01 -0.18781E-01 0.17957E-01 -0.21407E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88485974 0.47523265 0.50476069 -0.04642700 -0.02114167 -0.02069086 0.47523265 0.96152337 0.45020978 0.04796924 0.01494817 0.01600635 0.50476069 0.45020978 0.94346161 0.00034137 0.02936094 -0.02821012 -0.04642700 0.04796924 0.00034137 0.65665356 -0.04427875 0.01951727 -0.02114167 0.01494817 0.02936094 -0.04427875 0.65867447 -0.00803849 -0.02069086 0.01600635 -0.02821012 0.01951727 -0.00803849 0.69094384 *** step number: 12 *** Deformation gradient in current step 0.94000000 -0.06000000 -0.06000000 0.06000000 1.06000000 0.06000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.06142912 0.04601591 -0.01353965 energy density (per reference volume) = -0.2136966509 Kirchhoff stress -0.22078E-01 -0.28938E-02 -0.20286E-01 -0.28938E-02 0.31194E-01 0.19370E-01 -0.20286E-01 0.19370E-01 -0.24518E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87437652 0.47478598 0.50236488 -0.05053626 -0.02695073 -0.02312291 0.47478598 0.96091917 0.44866656 0.05186799 0.01560464 0.01741176 0.50236488 0.44866656 0.93767584 -0.00026891 0.02683575 -0.03080386 -0.05053626 0.05186799 -0.00026891 0.65142802 -0.04955478 0.01965242 -0.02695073 0.01560464 0.02683575 -0.04955478 0.65130248 -0.01012458 -0.02312291 0.01741176 -0.03080386 0.01965242 -0.01012458 0.69035633 *** step number: 13 *** Deformation gradient in current step 0.93500000 -0.06500000 -0.06500000 0.06500000 1.06500000 0.06500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.06771400 0.04960962 -0.01586884 energy density (per reference volume) = -0.2132152920 Kirchhoff stress -0.23181E-01 -0.33479E-02 -0.21686E-01 -0.33479E-02 0.33945E-01 0.20746E-01 -0.21686E-01 0.20746E-01 -0.27026E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85965079 0.47419005 0.49428769 -0.05520035 -0.03747320 -0.02634888 0.47419005 0.95999704 0.44722011 0.05562041 0.01600247 0.01881060 0.49428769 0.44722011 0.92429031 -0.00185192 0.01776491 -0.03434798 -0.05520035 0.05562041 -0.00185192 0.64571973 -0.05569859 0.01937482 -0.03747320 0.01600247 0.01776491 -0.05569859 0.63832330 -0.01326740 -0.02634888 0.01881060 -0.03434798 0.01937482 -0.01326740 0.68943255 *** step number: 14 *** Deformation gradient in current step 0.93000000 -0.07000000 -0.07000000 0.07000000 1.07000000 0.07000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.07421764 0.05320307 -0.01837665 energy density (per reference volume) = -0.2127017324 Kirchhoff stress -0.24073E-01 -0.38101E-02 -0.22923E-01 -0.38101E-02 0.36702E-01 0.22094E-01 -0.22923E-01 0.22094E-01 -0.28251E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83976832 0.47339371 0.47886915 -0.06073225 -0.05395836 -0.03076334 0.47339371 0.95876728 0.44580904 0.05920155 0.01607312 0.02019189 0.47886915 0.44580904 0.90053127 -0.00491578 -0.00001163 -0.03945144 -0.06073225 0.05920155 -0.00491578 0.63946725 -0.06309786 0.01858426 -0.05395836 0.01607312 -0.00001163 -0.06309786 0.61808229 -0.01796002 -0.03076334 0.02019189 -0.03945144 0.01858426 -0.01796002 0.68805212 *** step number: 15 *** Deformation gradient in current step 0.92500000 -0.07500000 -0.07500000 0.07500000 1.07500000 0.07500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.08094783 0.05680445 -0.02106096 energy density (per reference volume) = -0.2121581811 Kirchhoff stress -0.24707E-01 -0.42662E-02 -0.23939E-01 -0.42662E-02 0.39467E-01 0.23428E-01 -0.23939E-01 0.23428E-01 -0.27437E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81516045 0.47238145 0.45615814 -0.06727205 -0.07613941 -0.03657168 0.47238145 0.95724262 0.44441267 0.06258942 0.01578676 0.02154709 0.45615814 0.44441267 0.86573071 -0.00977630 -0.02675582 -0.04652042 -0.06727205 0.06258942 -0.00977630 0.63262105 -0.07195657 0.01718955 -0.07613941 0.01578676 -0.02675582 -0.07195657 0.59062202 -0.02449781 -0.03657168 0.02154709 -0.04652042 0.01718955 -0.02449781 0.68610016 *** step number: 16 *** Deformation gradient in current step 0.92000000 -0.08000000 -0.08000000 0.08000000 1.08000000 0.08000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.08791210 0.06042251 -0.02391935 energy density (per reference volume) = -0.2115872577 Kirchhoff stress -0.25049E-01 -0.47012E-02 -0.24684E-01 -0.47012E-02 0.42237E-01 0.24763E-01 -0.24684E-01 0.24763E-01 -0.23918E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78745841 0.47119420 0.42791427 -0.07472507 -0.10231711 -0.04370439 0.47119420 0.95544026 0.44308504 0.06577087 0.01517881 0.02287738 0.42791427 0.44308504 0.82158743 -0.01644530 -0.06071754 -0.05561164 -0.07472507 0.06577087 -0.01644530 0.62516570 -0.08221093 0.01513581 -0.10231711 0.01517881 -0.06071754 -0.08221093 0.55768346 -0.03286533 -0.04370439 0.02287738 -0.05561164 0.01513581 -0.03286533 0.68350067 *** step number: 17 *** Deformation gradient in current step 0.91500000 -0.08500000 -0.08500000 0.08500000 1.08500000 0.08500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.09511756 0.06406674 -0.02694900 energy density (per reference volume) = -0.2109918209 Kirchhoff stress -0.25083E-01 -0.51019E-02 -0.25133E-01 -0.51019E-02 0.45014E-01 0.26115E-01 -0.25133E-01 0.26115E-01 -0.17259E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75889787 0.46992938 0.39695175 -0.08279671 -0.12998922 -0.05184274 0.46992938 0.95338374 0.44196371 0.06874519 0.01435360 0.02419862 0.39695175 0.44196371 0.77150394 -0.02464360 -0.09880266 -0.06642686 -0.08279671 0.06874519 -0.02464360 0.61712860 -0.09355531 0.01241724 -0.12998922 0.01435360 -0.09880266 -0.09355531 0.52205194 -0.04274906 -0.05184274 0.02419862 -0.06642686 0.01241724 -0.04274906 0.68023480 *** step number: 18 *** Deformation gradient in current step 0.91000000 -0.09000000 -0.09000000 0.09000000 1.09000000 0.09000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.10257092 0.06774735 -0.03014668 energy density (per reference volume) = -0.2103747527 Kirchhoff stress -0.24818E-01 -0.54584E-02 -0.25283E-01 -0.54584E-02 0.47796E-01 0.27495E-01 -0.25283E-01 0.27495E-01 -0.73098E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73168284 0.46872360 0.36632047 -0.09108105 -0.15657393 -0.06051294 0.46872360 0.95110389 0.44125373 0.07152426 0.01346729 0.02554237 0.36632047 0.44125373 0.71957535 -0.03389670 -0.13748611 -0.07840917 -0.09108105 0.07152426 -0.03389670 0.60857532 -0.10553530 0.00907453 -0.15657393 0.01346729 -0.13748611 -0.10553530 0.48674214 -0.05363392 -0.06051294 0.02554237 -0.07840917 0.00907453 -0.05363392 0.67634124 *** step number: 19 *** Deformation gradient in current step 0.90500000 -0.09500000 -0.09500000 0.09500000 1.09500000 0.09500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.11027834 0.07147516 -0.03350865 energy density (per reference volume) = -0.2097387553 Kirchhoff stress -0.24280E-01 -0.57647E-02 -0.25154E-01 -0.57647E-02 0.50583E-01 0.28910E-01 -0.25154E-01 0.28910E-01 0.58123E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70755129 0.46772755 0.33866867 -0.09915506 -0.17993726 -0.06919479 0.46772755 0.94863872 0.44119717 0.07412969 0.01270008 0.02695337 0.33866867 0.44119717 0.66969803 -0.04365426 -0.17356734 -0.09087697 -0.09915506 0.07412969 -0.04365426 0.59959706 -0.11765414 0.00518225 -0.17993726 0.01270008 -0.17356734 -0.11765414 0.45436526 -0.06492449 -0.06919479 0.02695337 -0.09087697 0.00518225 -0.06492449 0.67190381 *** step number: 20 *** Deformation gradient in current step 0.90000000 -0.10000000 -0.10000000 0.10000000 1.10000000 0.10000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.11824538 0.07526127 -0.03703062 energy density (per reference volume) = -0.2090862014 Kirchhoff stress -0.23508E-01 -0.60192E-02 -0.24784E-01 -0.60192E-02 0.53373E-01 0.30363E-01 -0.24784E-01 0.30363E-01 0.21782E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68759220 0.46708180 0.31590133 -0.10664958 -0.19864595 -0.07740954 0.46708180 0.94603222 0.44203938 0.07658832 0.01222774 0.02848454 0.31590133 0.44203938 0.62500287 -0.05339188 -0.20461281 -0.10314634 -0.10664958 0.07658832 -0.05339188 0.59029608 -0.12945806 0.00083266 -0.19864595 0.01222774 -0.20461281 -0.12945806 0.42679137 -0.07604894 -0.07740954 0.02848454 -0.10314634 0.00083266 -0.07604894 0.66703358 *** step number: 21 *** Deformation gradient in current step 0.89500000 -0.10500000 -0.10500000 0.10500000 1.10500000 0.10500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.12647688 0.07911675 -0.04070773 energy density (per reference volume) = -0.2084190487 Kirchhoff stress -0.22547E-01 -0.62231E-02 -0.24218E-01 -0.62231E-02 0.56162E-01 0.31855E-01 -0.24218E-01 0.31855E-01 0.40147E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67225656 0.46689890 0.29909816 -0.11328859 -0.21199497 -0.08477390 0.46689890 0.94333246 0.44400027 0.07892734 0.01219903 0.03019120 0.29909816 0.44400027 0.58761845 -0.06267772 -0.22910435 -0.11461815 -0.11328859 0.07892734 -0.06267772 0.58077325 -0.14058767 -0.00387898 -0.21199497 0.01219903 -0.22910435 -0.14058767 0.40507033 -0.08652799 -0.08477390 0.03019120 -0.11461815 -0.00387898 -0.08652799 0.66185111 *** step number: 22 *** Deformation gradient in current step 0.89000000 -0.11000000 -0.11000000 0.11000000 1.11000000 0.11000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.13497688 0.08305226 -0.04453446 energy density (per reference volume) = -0.2077388170 Kirchhoff stress -0.21440E-01 -0.63804E-02 -0.23505E-01 -0.63804E-02 0.58949E-01 0.33381E-01 -0.23505E-01 0.33381E-01 0.60402E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66147705 0.46725332 0.28860010 -0.11890063 -0.21989896 -0.09102218 0.46725332 0.94058927 0.44725410 0.08117004 0.01272157 0.03212550 0.28860010 0.44725410 0.55867705 -0.07120378 -0.24638414 -0.12482612 -0.11890063 0.08117004 -0.07120378 0.57111939 -0.15079802 -0.00886532 -0.21989896 0.01272157 -0.24638414 -0.15079802 0.38951998 -0.09600823 -0.09102218 0.03212550 -0.12482612 -0.00886532 -0.09600823 0.65647216 *** step number: 23 *** Deformation gradient in current step 0.88500000 -0.11500000 -0.11500000 0.11500000 1.11500000 0.11500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.14374853 0.08707771 -0.04850464 energy density (per reference volume) = -0.2070466089 Kirchhoff stress -0.20229E-01 -0.64962E-02 -0.22689E-01 -0.64962E-02 0.61730E-01 0.34936E-01 -0.22689E-01 0.34936E-01 0.82055E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65482555 0.46817863 0.28417600 -0.12341138 -0.22272711 -0.09600500 0.46817863 0.93785186 0.45191868 0.08333264 0.01385593 0.03433190 0.28417600 0.45191868 0.53846081 -0.07878981 -0.25649243 -0.13345254 -0.12341138 0.08333264 -0.07878981 0.56141064 -0.15995563 -0.01405355 -0.22272711 0.01385593 -0.25649243 -0.15995563 0.37989344 -0.10426770 -0.09600500 0.03433190 -0.13345254 -0.01405355 -0.10426770 0.65099801 *** step number: 24 *** Deformation gradient in current step 0.88000000 -0.12000000 -0.12000000 0.12000000 1.12000000 0.12000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.15279396 0.09120202 -0.05261139 energy density (per reference volume) = -0.2063431611 Kirchhoff stress -0.18947E-01 -0.65762E-02 -0.21813E-01 -0.65762E-02 0.64504E-01 0.36515E-01 -0.21813E-01 0.36515E-01 0.10466E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65166383 0.46966994 0.28520666 -0.12682610 -0.22113485 -0.09967399 0.46966994 0.93516662 0.45805232 0.08542242 0.01561632 0.03684390 0.28520666 0.45805232 0.52660492 -0.08536993 -0.25997090 -0.14032165 -0.12682610 0.08542242 -0.08536993 0.55170706 -0.16802231 -0.01938806 -0.22113485 0.01561632 -0.25997090 -0.16802231 0.37556306 -0.11120382 -0.09967399 0.03684390 -0.14032165 -0.01938806 -0.11120382 0.64551013 *** step number: 25 *** Deformation gradient in current step 0.87500000 -0.12500000 -0.12500000 0.12500000 1.12500000 0.12500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.16211421 0.09543283 -0.05684706 energy density (per reference volume) = -0.2056289078 Kirchhoff stress -0.17623E-01 -0.66258E-02 -0.20909E-01 -0.66258E-02 0.67270E-01 0.38113E-01 -0.20909E-01 0.38113E-01 0.12786E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65126589 0.47168980 0.29085009 -0.12920855 -0.21592063 -0.10206036 0.47168980 0.93257513 0.46565657 0.08743703 0.01797563 0.03968214 0.29085009 0.46565657 0.52230375 -0.09097055 -0.25767601 -0.14538046 -0.12920855 0.08743703 -0.09097055 0.54205358 -0.17503312 -0.02483036 -0.21592063 0.01797563 -0.25767601 -0.17503312 0.37568501 -0.11681210 -0.10206036 0.03968214 -0.14538046 -0.02483036 -0.11681210 0.64006843 *** step number: 26 *** Deformation gradient in current step 0.87000000 -0.13000000 -0.13000000 0.13000000 1.13000000 0.13000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.17170913 0.09977644 -0.06120324 energy density (per reference volume) = -0.2049040463 Kirchhoff stress -0.16275E-01 -0.66501E-02 -0.20004E-01 -0.66501E-02 0.70026E-01 0.39725E-01 -0.20004E-01 0.39725E-01 0.15138E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65290593 0.47417558 0.30017255 -0.13066086 -0.20791783 -0.10325245 0.47417558 0.93011264 0.47468271 0.08936471 0.02087303 0.04285359 0.30017255 0.47468271 0.52449072 -0.09568581 -0.25062414 -0.14867409 -0.13066086 0.08936471 -0.09568581 0.53248221 -0.18107397 -0.03035717 -0.20791783 0.02087303 -0.25062414 -0.18107397 0.37932950 -0.12116214 -0.10325245 0.04285359 -0.14867409 -0.03035717 -0.12116214 0.63471190 *** step number: 27 *** Deformation gradient in current step 0.86500000 -0.13500000 -0.13500000 0.13500000 1.13500000 0.13500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.18157738 0.10423773 -0.06567077 energy density (per reference volume) = -0.2041685969 Kirchhoff stress -0.14916E-01 -0.66531E-02 -0.19116E-01 -0.66531E-02 0.72774E-01 0.41348E-01 -0.19116E-01 0.41348E-01 0.17502E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65583440 0.47704351 0.31223073 -0.13128901 -0.19795242 -0.10336881 0.47704351 0.92780667 0.48503943 0.09118605 0.02422088 0.04635206 0.31223073 0.48503943 0.53197868 -0.09965197 -0.23987969 -0.15031964 -0.13128901 0.09118605 -0.09965197 0.52301113 -0.18625493 -0.03595895 -0.19795242 0.02422088 -0.23987969 -0.18625493 0.38556196 -0.12437215 -0.10336881 0.04635206 -0.15031964 -0.03595895 -0.12437215 0.62946034 *** step number: 28 *** Deformation gradient in current step 0.86000000 -0.14000000 -0.14000000 0.14000000 1.14000000 0.14000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.19172854 0.10882424 -0.07024442 energy density (per reference volume) = -0.2034224871 Kirchhoff stress -0.13539E-01 -0.66419E-02 -0.18250E-01 -0.66419E-02 0.75517E-01 0.42976E-01 -0.18250E-01 0.42976E-01 0.19871E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65534013 0.48002138 0.32553851 -0.13035699 -0.18833657 -0.10221635 0.48002138 0.92567463 0.49657623 0.09291462 0.02784193 0.05018482 0.32553851 0.49657623 0.54346755 -0.10290472 -0.22671101 -0.15042803 -0.13035699 0.09291462 -0.10290472 0.51347029 -0.19037092 -0.04170904 -0.18833657 0.02784193 -0.22671101 -0.19037092 0.39290719 -0.12646547 -0.10221635 0.05018482 -0.15042803 -0.04170904 -0.12646547 0.62428891 *** step number: 29 *** Deformation gradient in current step 0.85500000 -0.14500000 -0.14500000 0.14500000 1.14500000 0.14500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.20231178 0.11358890 -0.07497382 energy density (per reference volume) = -0.2026662380 Kirchhoff stress -0.11971E-01 -0.66621E-02 -0.17324E-01 -0.66621E-02 0.78254E-01 0.44550E-01 -0.17324E-01 0.44550E-01 0.22279E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.62527586 0.48197930 0.33543876 -0.12278913 -0.18971608 -0.09786971 0.48197930 0.92376505 0.50899474 0.09475767 0.03117232 0.05454802 0.33543876 0.50899474 0.55713240 -0.10485394 -0.21365003 -0.14880247 -0.12278913 0.09475767 -0.10485394 0.50278029 -0.19151471 -0.04808659 -0.18971608 0.03117232 -0.21365003 -0.19151471 0.39668033 -0.12682550 -0.09786971 0.05454802 -0.14880247 -0.04808659 -0.12682550 0.61899717 *** step number: 30 *** Deformation gradient in current step 0.85000000 -0.15000000 -0.15000000 0.15000000 1.15000000 0.15000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.21389761 0.11872256 -0.08007756 energy density (per reference volume) = -0.2019039394 Kirchhoff stress -0.95742E-02 -0.68633E-02 -0.16008E-01 -0.68633E-02 0.80972E-01 0.45862E-01 -0.16008E-01 0.45862E-01 0.24870E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52740941 0.48167358 0.33550135 -0.10159029 -0.21771938 -0.08740412 0.48167358 0.92236651 0.52197708 0.09698446 0.03345582 0.06001886 0.33550135 0.52197708 0.57070365 -0.10469204 -0.20410754 -0.14489810 -0.10159029 0.09698446 -0.10469204 0.48948370 -0.18695005 -0.05588845 -0.21771938 0.03345582 -0.20410754 -0.18695005 0.39017037 -0.12450260 -0.08740412 0.06001886 -0.14489810 -0.05588845 -0.12450260 0.61321379 *** step number: 31 *** Deformation gradient in current step 0.84500000 -0.15500000 -0.15500000 0.15500000 1.15500000 0.15500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.22754751 0.12457741 -0.08598258 energy density (per reference volume) = -0.2011480529 Kirchhoff stress -0.52428E-02 -0.74825E-02 -0.13713E-01 -0.74825E-02 0.83630E-01 0.46552E-01 -0.13713E-01 0.46552E-01 0.27909E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.35793418 0.47995947 0.32496112 -0.06725893 -0.27486150 -0.07034881 0.47995947 0.92219071 0.53554539 0.09945744 0.03458524 0.06741979 0.32496112 0.53554539 0.58266042 -0.10292699 -0.19948392 -0.13835523 -0.06725893 0.09945744 -0.10292699 0.47361401 -0.17678849 -0.06556905 -0.27486150 0.03458524 -0.19948392 -0.17678849 0.37166494 -0.11956215 -0.07034881 0.06741979 -0.13835523 -0.06556905 -0.11956215 0.60661913 *** step number: 32 *** Deformation gradient in current step 0.84000000 -0.16000000 -0.16000000 0.16000000 1.16000000 0.16000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.24456630 0.13159635 -0.09325304 energy density (per reference volume) = -0.2004225123 Kirchhoff stress 0.22240E-02 -0.87433E-02 -0.97707E-02 -0.87433E-02 0.86143E-01 0.46223E-01 -0.97707E-02 0.46223E-01 0.31691E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.16070519 0.48021294 0.31150776 -0.02942624 -0.34485880 -0.04930487 0.48021294 0.92431036 0.55017048 0.10151130 0.03537128 0.07753199 0.31150776 0.55017048 0.59303009 -0.10173909 -0.19783488 -0.12927263 -0.02942624 0.10151130 -0.10173909 0.45687535 -0.16476237 -0.07710888 -0.34485880 0.03537128 -0.19783488 -0.16476237 0.34687412 -0.11329746 -0.04930487 0.07753199 -0.12927263 -0.07710888 -0.11329746 0.59899787 *** step number: 33 *** Deformation gradient in current step 0.83500000 -0.16500000 -0.16500000 0.16500000 1.16500000 0.16500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.26605979 0.14019424 -0.10245622 energy density (per reference volume) = -0.1997616159 Kirchhoff stress 0.13557E-01 -0.10732E-01 -0.37163E-02 -0.10732E-01 0.88369E-01 0.44612E-01 -0.37163E-02 0.44612E-01 0.36391E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.00405049 0.48699465 0.30820276 -0.00127084 -0.40105413 -0.02803341 0.48699465 0.92990323 0.56661928 0.10216940 0.03719688 0.09077037 0.30820276 0.56661928 0.60344034 -0.10408535 -0.19470481 -0.11810596 -0.00127084 0.10216940 -0.10408535 0.44148848 -0.15619338 -0.09028156 -0.40105413 0.03719688 -0.19470481 -0.15619338 0.32591991 -0.10740359 -0.02803341 0.09077037 -0.11810596 -0.09028156 -0.10740359 0.59019273 *** step number: 34 *** Deformation gradient in current step 0.83000000 -0.17000000 -0.17000000 0.17000000 1.17000000 0.17000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.29232547 0.15058008 -0.11394436 energy density (per reference volume) = -0.1992032754 Kirchhoff stress 0.28381E-01 -0.13283E-01 0.43667E-02 -0.13283E-01 0.90123E-01 0.41782E-01 0.43667E-02 0.41782E-01 0.41880E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.05681340 0.50368243 0.32695265 0.00802446 -0.42076156 -0.00927219 0.50368243 0.93977379 0.58558409 0.10054698 0.04131180 0.10680365 0.32695265 0.58558409 0.61657220 -0.11217155 -0.18526954 -0.10544254 0.00802446 0.10054698 -0.11217155 0.42890966 -0.15510508 -0.10481005 -0.42076156 0.04131180 -0.18526954 -0.15510508 0.31793391 -0.10297772 -0.00927219 0.10680365 -0.10544254 -0.10481005 -0.10297772 0.58016868 *** step number: 35 *** Deformation gradient in current step 0.82500000 -0.17500000 -0.17500000 0.17500000 1.17500000 0.17500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.32250330 0.16261388 -0.12765877 energy density (per reference volume) = -0.1987776266 Kirchhoff stress 0.45062E-01 -0.15994E-01 0.13709E-01 -0.15994E-01 0.91251E-01 0.38179E-01 0.13709E-01 0.38179E-01 0.47667E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.01235873 0.52998696 0.37123281 -0.00122736 -0.39837342 0.00643697 0.52998696 0.95383804 0.60716697 0.09633419 0.04796612 0.12447050 0.37123281 0.60716697 0.63489590 -0.12599221 -0.16706903 -0.09170189 -0.00122736 0.09633419 -0.12599221 0.41907840 -0.16191685 -0.12032757 -0.39837342 0.04796612 -0.16706903 -0.16191685 0.32584332 -0.09994601 0.00643697 0.12447050 -0.09170189 -0.12032757 -0.09994601 0.56915045 *** step number: 36 *** Deformation gradient in current step 0.82000000 -0.18000000 -0.18000000 0.18000000 1.18000000 0.18000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.35510392 0.17590385 -0.14321526 energy density (per reference volume) = -0.1984980424 Kirchhoff stress 0.61573E-01 -0.18435E-01 0.23243E-01 -0.18435E-01 0.91721E-01 0.34399E-01 0.23243E-01 0.34399E-01 0.53139E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.10383865 0.56188222 0.43472070 -0.02091727 -0.34539839 0.02006304 0.56188222 0.97116192 0.63071561 0.08992105 0.05617602 0.14233771 0.43472070 0.63071561 0.65947011 -0.14338535 -0.14109237 -0.07691491 -0.02091727 0.08992105 -0.14338535 0.41081894 -0.17378585 -0.13633437 -0.34539839 0.05617602 -0.14109237 -0.17378585 0.34588371 -0.09742201 0.02006304 0.14233771 -0.07691491 -0.13633437 -0.09742201 0.55760310 *** step number: 37 *** Deformation gradient in current step 0.81500000 -0.18500000 -0.18500000 0.18500000 1.18500000 0.18500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.38892769 0.19006722 -0.16020509 energy density (per reference volume) = -0.1983613517 Kirchhoff stress 0.76531E-01 -0.20353E-01 0.32142E-01 -0.20353E-01 0.91628E-01 0.30879E-01 0.32142E-01 0.30879E-01 0.57860E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.24829190 0.59430420 0.50722625 -0.04204596 -0.27821054 0.03255460 0.59430420 0.99056665 0.65525118 0.08198545 0.06446154 0.15935568 0.50722625 0.65525118 0.68994030 -0.16161396 -0.11020542 -0.06079999 -0.04204596 0.08198545 -0.16161396 0.40292896 -0.18714434 -0.15227665 -0.27821054 0.06446154 -0.11020542 -0.18714434 0.37195441 -0.09453317 0.03255460 0.15935568 -0.06079999 -0.15227665 -0.09453317 0.54602377 *** step number: 38 *** Deformation gradient in current step 0.81000000 -0.19000000 -0.19000000 0.19000000 1.19000000 0.19000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.42338908 0.20485485 -0.17835215 energy density (per reference volume) = -0.1983542717 Kirchhoff stress 0.89402E-01 -0.21683E-01 0.39977E-01 -0.21683E-01 0.91139E-01 0.27836E-01 0.39977E-01 0.27836E-01 0.61642E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.39124904 0.62345783 0.58028233 -0.05902398 -0.20869067 0.04416596 0.62345783 1.01105566 0.67993856 0.07306122 0.07165547 0.17496290 0.58028233 0.67993856 0.72531661 -0.17861525 -0.07720038 -0.04301807 -0.05902398 0.07306122 -0.17861525 0.39478778 -0.19948218 -0.16763460 -0.20869067 0.07165547 -0.07720038 -0.19948218 0.39923728 -0.09081078 0.04416596 0.17496290 -0.04301807 -0.16763460 -0.09081078 0.53478774 *** step number: 39 *** Deformation gradient in current step 0.80500000 -0.19500000 -0.19500000 0.19500000 1.19500000 0.19500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.45825701 0.22008939 -0.19744361 energy density (per reference volume) = -0.1984590928 Kirchhoff stress 0.10014E+00 -0.22456E-01 0.46556E-01 -0.22456E-01 0.90461E-01 0.25363E-01 0.46556E-01 0.25363E-01 0.64460E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51882597 0.64729249 0.64853495 -0.06972177 -0.14297736 0.05465753 0.64729249 1.03178925 0.70421973 0.06342845 0.07718270 0.18883551 0.64853495 0.70421973 0.76452003 -0.19319756 -0.04407177 -0.02337873 -0.06972177 0.06342845 -0.19319756 0.38632192 -0.20952475 -0.18192881 -0.14297736 0.07718270 -0.04407177 -0.20952475 0.42487114 -0.08610885 0.05465753 0.18883551 -0.02337873 -0.18192881 -0.08610885 0.52415200 *** step number: 40 *** Deformation gradient in current step 0.80000000 -0.20000000 -0.20000000 0.20000000 1.20000000 0.20000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.49326140 0.23553799 -0.21716556 energy density (per reference volume) = -0.1986561035 Kirchhoff stress 0.10882E+00 -0.22730E-01 0.51764E-01 -0.22730E-01 0.89833E-01 0.23535E-01 0.51764E-01 0.23535E-01 0.66369E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.62701816 0.66511546 0.70897975 -0.07415369 -0.08354010 0.06367244 0.66511546 1.05186839 0.72773859 0.05321550 0.08100877 0.20066534 0.70897975 0.72773859 0.80648222 -0.20478144 -0.01210250 -0.00197102 -0.07415369 0.05321550 -0.20478144 0.37778826 -0.21681738 -0.19468843 -0.08354010 0.08100877 -0.01210250 -0.21681738 0.44733386 -0.08043747 0.06367244 0.20066534 -0.00197102 -0.19468843 -0.08043747 0.51434060 *** step number: 41 *** Deformation gradient in current step 0.79500000 -0.20500000 -0.20500000 0.20500000 1.20500000 0.20500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.52777444 0.25080288 -0.23694390 energy density (per reference volume) = -0.1989237702 Kirchhoff stress 0.11553E+00 -0.22569E-01 0.55486E-01 -0.22569E-01 0.89517E-01 0.22439E-01 0.55486E-01 0.22439E-01 0.67463E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71650524 0.67719291 0.76006954 -0.07345505 -0.03110070 0.07100684 0.67719291 1.07017169 0.75023750 0.04255851 0.08350487 0.21009186 0.76006954 0.75023750 0.85000595 -0.21317103 0.01788216 0.02073306 -0.07345505 0.04255851 -0.21317103 0.36960561 -0.22139520 -0.20545216 -0.03110070 0.08350487 0.01788216 -0.22139520 0.46586118 -0.07388682 0.07100684 0.21009186 0.02073306 -0.20545216 -0.07388682 0.50563791 *** step number: 42 *** Deformation gradient in current step 0.79000000 -0.21000000 -0.21000000 0.21000000 1.21000000 0.21000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.56068090 0.26529748 -0.25588807 energy density (per reference volume) = -0.1992384260 Kirchhoff stress 0.12025E+00 -0.22053E-01 0.57639E-01 -0.22053E-01 0.89765E-01 0.22165E-01 0.57639E-01 0.22165E-01 0.67884E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78971843 0.68449043 0.80126325 -0.06928093 0.01430527 0.07674858 0.68449043 1.08540338 0.77149895 0.03173393 0.08526903 0.21678859 0.80126325 0.77149895 0.89360004 -0.21847215 0.04532445 0.04383736 -0.06928093 0.03173393 -0.21847215 0.36222941 -0.22363699 -0.21385103 0.01430527 0.08526903 0.04532445 -0.22363699 0.48019923 -0.06664413 0.07674858 0.21678859 0.04383736 -0.21385103 -0.06664413 0.49842892 *** step number: 43 *** Deformation gradient in current step 0.78500000 -0.21500000 -0.21500000 0.21500000 1.21500000 0.21500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.59060113 0.27838414 -0.27296467 energy density (per reference volume) = -0.1995749597 Kirchhoff stress 0.12306E+00 -0.21289E-01 0.58255E-01 -0.21289E-01 0.90745E-01 0.22741E-01 0.58255E-01 0.22741E-01 0.67809E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84945665 0.68839179 0.83289497 -0.06334833 0.05294176 0.08125340 0.68839179 1.09642737 0.79134536 0.02117841 0.08688061 0.22064004 0.83289497 0.79134536 0.93549790 -0.22109363 0.06983185 0.06616395 -0.06334833 0.02117841 -0.22109363 0.35602062 -0.22417918 -0.21975839 0.05294176 0.08688061 0.06983185 -0.22417918 0.49055338 -0.05903603 0.08125340 0.22064004 0.06616395 -0.21975839 -0.05903603 0.49311665 *** step number: 44 *** Deformation gradient in current step 0.78000000 -0.22000000 -0.22000000 0.22000000 1.22000000 0.22000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.61643313 0.28963375 -0.28737356 energy density (per reference volume) = -0.1999090186 Kirchhoff stress 0.12413E+00 -0.20410E-01 0.57534E-01 -0.20410E-01 0.92475E-01 0.24099E-01 0.57534E-01 0.24099E-01 0.67435E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89833378 0.69029106 0.85601764 -0.05701068 0.08533208 0.08495474 0.69029106 1.10268994 0.80966277 0.01135120 0.08866940 0.22184430 0.85601764 0.80966277 0.97395802 -0.22169656 0.09113434 0.08659773 -0.05701068 0.01135120 -0.22169656 0.35113206 -0.22375959 -0.22338429 0.08533208 0.08866940 0.09113434 -0.22375959 0.49749074 -0.05150598 0.08495474 0.22184430 0.08659773 -0.22338429 -0.05150598 0.48992987 *** step number: 45 *** Deformation gradient in current step 0.77500000 -0.22500000 -0.22500000 0.22500000 1.22500000 0.22500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.63777320 0.29898966 -0.29882038 energy density (per reference volume) = -0.2002196412 Kirchhoff stress 0.12377E+00 -0.19535E-01 0.55789E-01 -0.19535E-01 0.94848E-01 0.26091E-01 0.55789E-01 0.26091E-01 0.66931E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93859760 0.69122570 0.87202948 -0.05102805 0.11223596 0.08815201 0.69122570 1.10433007 0.82639220 0.00255216 0.09065420 0.22081254 0.87202948 0.82639220 1.00763163 -0.22103004 0.10906575 0.10439010 -0.05102805 0.00255216 -0.22103004 0.34749412 -0.22301374 -0.22519579 0.11223596 0.09065420 0.10906575 -0.22301374 0.50170989 -0.04450977 0.08815201 0.22081254 0.10439010 -0.22519579 -0.04450977 0.48878773 *** step number: 46 *** Deformation gradient in current step 0.77000000 -0.23000000 -0.23000000 0.23000000 1.23000000 0.23000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65486977 0.30670369 -0.30746061 energy density (per reference volume) = -0.2004907193 Kirchhoff stress 0.12234E+00 -0.18752E-01 0.53345E-01 -0.18752E-01 0.97698E-01 0.28552E-01 0.53345E-01 0.28552E-01 0.66418E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97207510 0.69177318 0.88226588 -0.04564025 0.13451471 0.09094324 0.69177318 1.10189913 0.84148312 -0.00514143 0.09265676 0.21796173 0.88226588 0.84148312 1.03569094 -0.21975408 0.12354634 0.11919241 -0.04564025 -0.00514143 -0.21975408 0.34490568 -0.22235910 -0.22573159 0.13451471 0.09265676 0.12354634 -0.22235910 0.50382974 -0.03841729 0.09094324 0.21796173 0.11919241 -0.22573159 -0.03841729 0.48934465 *** step number: 47 *** Deformation gradient in current step 0.76500000 -0.23500000 -0.23500000 0.23500000 1.23500000 0.23500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66829939 0.31316390 -0.31366021 energy density (per reference volume) = -0.2007109023 Kirchhoff stress 0.12014E+00 -0.18115E-01 0.50463E-01 -0.18115E-01 0.10086E+00 0.31344E-01 0.50463E-01 0.31344E-01 0.65970E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00017631 0.69216966 0.88779343 -0.04078638 0.15298116 0.09328872 0.69216966 1.09600635 0.85485134 -0.01181596 0.09444606 0.21357599 0.88779343 0.85485134 1.05771438 -0.21835837 0.13456241 0.13090008 -0.04078638 -0.01181596 -0.21835837 0.34314104 -0.22200614 -0.22546503 0.15298116 0.09444606 0.13456241 -0.22200614 0.50432167 -0.03348361 0.09328872 0.21357599 0.13090008 -0.22546503 -0.03348361 0.49113312 *** step number: 48 *** Deformation gradient in current step 0.76000000 -0.24000000 -0.24000000 0.24000000 1.24000000 0.24000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67868764 0.31876600 -0.31779592 energy density (per reference volume) = -0.2008726837 Kirchhoff stress 0.11741E+00 -0.17649E-01 0.47331E-01 -0.17649E-01 0.10421E+00 0.34362E-01 0.47331E-01 0.34362E-01 0.65629E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02394296 0.69247211 0.88940038 -0.03628453 0.16832289 0.09509832 0.69247211 1.08711672 0.86636238 -0.01763752 0.09582096 0.20777494 0.88940038 0.86636238 1.07351346 -0.21716875 0.14214614 0.13949579 -0.03628453 -0.01763752 -0.21716875 0.34201158 -0.22202364 -0.22476191 0.16832289 0.09582096 0.14214614 -0.22202364 0.50354357 -0.02986891 0.09509832 0.20777494 0.13949579 -0.22476191 -0.02986891 0.49367796 *** step number: 49 *** Deformation gradient in current step 0.75500000 -0.24500000 -0.24500000 0.24500000 1.24500000 0.24500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.68657650 0.32386229 -0.32015941 energy density (per reference volume) = -0.2009714175 Kirchhoff stress 0.11433E+00 -0.17366E-01 0.44076E-01 -0.17366E-01 0.10763E+00 0.37529E-01 0.44076E-01 0.37529E-01 0.65416E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04411678 0.69266909 0.88766540 -0.03192348 0.18109173 0.09628763 0.69266909 1.07549294 0.87583166 -0.02279840 0.09663627 0.20053542 0.88766540 0.87583166 1.08301141 -0.21638455 0.14635848 0.14496605 -0.03192348 -0.02279840 -0.21638455 0.34138482 -0.22239567 -0.22389212 0.18109173 0.09663627 0.14635848 -0.22239567 0.50179574 -0.02766748 0.09628763 0.20053542 0.14496605 -0.22389212 -0.02766748 0.49654754 *** step number: 50 *** Deformation gradient in current step 0.75000000 -0.25000000 -0.25000000 0.25000000 1.25000000 0.25000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.69239012 0.32875833 -0.32092767 energy density (per reference volume) = -0.2010045929 Kirchhoff stress 0.11104E+00 -0.17271E-01 0.40787E-01 -0.17271E-01 0.11104E+00 0.40787E-01 0.40787E-01 0.40787E-01 0.65344E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06119951 0.69273798 0.88302695 -0.02749490 0.19171949 0.09680389 0.69273798 1.06119951 0.88302695 -0.02749490 0.09680389 0.19171949 0.88302695 0.88302695 1.08617976 -0.21611205 0.14727380 0.14727380 -0.02749490 -0.02749490 -0.21611205 0.34118418 -0.22305426 -0.22305426 0.19171949 0.09680389 0.14727380 -0.22305426 0.49936400 -0.02692856 0.09680389 0.19171949 0.14727380 -0.22305426 -0.02692856 0.49936400 *** step number: 51 *** Deformation gradient in current step 0.74500000 -0.25500000 -0.25500000 0.25500000 1.25500000 0.25500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.69644325 0.33372904 -0.32015941 energy density (per reference volume) = -0.2009714175 Kirchhoff stress 0.10763E+00 -0.17366E-01 0.37529E-01 -0.17366E-01 0.11433E+00 0.44076E-01 0.37529E-01 0.44076E-01 0.65416E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07549294 0.69266909 0.87583166 -0.02279840 0.20053542 0.09663627 0.69266909 1.04411678 0.88766540 -0.03192348 0.09628763 0.18109173 0.87583166 0.88766540 1.08301141 -0.21638455 0.14496605 0.14635848 -0.02279840 -0.03192348 -0.21638455 0.34138482 -0.22389212 -0.22239567 0.20053542 0.09628763 0.14496605 -0.22389212 0.49654754 -0.02766748 0.09663627 0.18109173 0.14635848 -0.22239567 -0.02766748 0.50179574 *** step number: 52 *** Deformation gradient in current step 0.74000000 -0.26000000 -0.26000000 0.26000000 1.26000000 0.26000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.69896150 0.33903986 -0.31779592 energy density (per reference volume) = -0.2008726837 Kirchhoff stress 0.10421E+00 -0.17649E-01 0.34362E-01 -0.17649E-01 0.11741E+00 0.47331E-01 0.34362E-01 0.47331E-01 0.65629E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08711672 0.69247211 0.86636238 -0.01763752 0.20777494 0.09582096 0.69247211 1.02394296 0.88940038 -0.03628453 0.09509832 0.16832289 0.86636238 0.88940038 1.07351346 -0.21716875 0.13949579 0.14214614 -0.01763752 -0.03628453 -0.21716875 0.34201158 -0.22476191 -0.22202364 0.20777494 0.09509832 0.13949579 -0.22476191 0.49367796 -0.02986891 0.09582096 0.16832289 0.14214614 -0.22202364 -0.02986891 0.50354357 *** step number: 53 *** Deformation gradient in current step 0.73500000 -0.26500000 -0.26500000 0.26500000 1.26500000 0.26500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.70010268 0.34496718 -0.31366021 energy density (per reference volume) = -0.2007109023 Kirchhoff stress 0.10086E+00 -0.18115E-01 0.31344E-01 -0.18115E-01 0.12014E+00 0.50463E-01 0.31344E-01 0.50463E-01 0.65970E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09600635 0.69216966 0.85485134 -0.01181596 0.21357599 0.09444606 0.69216966 1.00017631 0.88779343 -0.04078638 0.09328872 0.15298116 0.85485134 0.88779343 1.05771439 -0.21835837 0.13090008 0.13456241 -0.01181596 -0.04078638 -0.21835837 0.34314104 -0.22546503 -0.22200614 0.21357599 0.09328872 0.13090008 -0.22546503 0.49113312 -0.03348360 0.09444606 0.15298116 0.13456241 -0.22200614 -0.03348360 0.50432167 *** step number: 54 *** Deformation gradient in current step 0.73000000 -0.27000000 -0.27000000 0.27000000 1.27000000 0.27000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.69997842 0.35181229 -0.30746065 energy density (per reference volume) = -0.2004907193 Kirchhoff stress 0.97698E-01 -0.18752E-01 0.28552E-01 -0.18752E-01 0.12234E+00 0.53345E-01 0.28552E-01 0.53345E-01 0.66418E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10189917 0.69177316 0.84148313 -0.00514145 0.21796175 0.09265675 0.69177316 0.97207514 0.88226590 -0.04564024 0.09094324 0.13451474 0.84148313 0.88226590 1.03569099 -0.21975408 0.11919244 0.12354636 -0.00514145 -0.04564024 -0.21975408 0.34490566 -0.22573159 -0.22235910 0.21796175 0.09094324 0.11919244 -0.22573159 0.48934464 -0.03841728 0.09265675 0.13451474 0.12354636 -0.22235910 -0.03841728 0.50382973 *** step number: 55 *** Deformation gradient in current step 0.72500000 -0.27500000 -0.27500000 0.27500000 1.27500000 0.27500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.69868102 0.35989748 -0.29882038 energy density (per reference volume) = -0.2002196412 Kirchhoff stress 0.94848E-01 -0.19535E-01 0.26091E-01 -0.19535E-01 0.12377E+00 0.55789E-01 0.26091E-01 0.55789E-01 0.66931E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10433007 0.69122570 0.82639220 0.00255216 0.22081254 0.09065420 0.69122570 0.93859760 0.87202948 -0.05102805 0.08815201 0.11223596 0.82639220 0.87202948 1.00763163 -0.22103004 0.10439010 0.10906575 0.00255216 -0.05102805 -0.22103004 0.34749412 -0.22519579 -0.22301374 0.22081254 0.08815201 0.10439010 -0.22519579 0.48878773 -0.04450977 0.09065420 0.11223596 0.10906575 -0.22301374 -0.04450977 0.50170989 *** step number: 56 *** Deformation gradient in current step 0.72000000 -0.28000000 -0.28000000 0.28000000 1.28000000 0.28000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.69632144 0.36952206 -0.28737356 energy density (per reference volume) = -0.1999090186 Kirchhoff stress 0.92475E-01 -0.20410E-01 0.24099E-01 -0.20410E-01 0.12413E+00 0.57534E-01 0.24099E-01 0.57534E-01 0.67435E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10268994 0.69029106 0.80966277 0.01135120 0.22184430 0.08866940 0.69029106 0.89833378 0.85601764 -0.05701068 0.08495474 0.08533208 0.80966277 0.85601764 0.97395802 -0.22169656 0.08659774 0.09113434 0.01135120 -0.05701068 -0.22169656 0.35113206 -0.22338429 -0.22375958 0.22184430 0.08495474 0.08659774 -0.22338429 0.48992987 -0.05150598 0.08866940 0.08533208 0.09113434 -0.22375958 -0.05150598 0.49749074 *** step number: 57 *** Deformation gradient in current step 0.71500000 -0.28500000 -0.28500000 0.28500000 1.28500000 0.28500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.69307541 0.38085842 -0.27296467 energy density (per reference volume) = -0.1995749597 Kirchhoff stress 0.90745E-01 -0.21289E-01 0.22741E-01 -0.21289E-01 0.12306E+00 0.58255E-01 0.22741E-01 0.58255E-01 0.67809E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09642737 0.68839179 0.79134536 0.02117841 0.22064004 0.08688061 0.68839179 0.84945665 0.83289497 -0.06334833 0.08125340 0.05294176 0.79134536 0.83289497 0.93549790 -0.22109363 0.06616395 0.06983185 0.02117841 -0.06334833 -0.22109363 0.35602062 -0.21975839 -0.22417918 0.22064004 0.08125340 0.06616395 -0.21975839 0.49311665 -0.05903603 0.08688061 0.05294176 0.06983185 -0.22417918 -0.05903603 0.49055338 *** step number: 58 *** Deformation gradient in current step 0.71000000 -0.29000000 -0.29000000 0.29000000 1.29000000 0.29000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.68920700 0.39382356 -0.25588809 energy density (per reference volume) = -0.1992384260 Kirchhoff stress 0.89765E-01 -0.22053E-01 0.22165E-01 -0.22053E-01 0.12025E+00 0.57639E-01 0.22165E-01 0.57639E-01 0.67884E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08540339 0.68449043 0.77149895 0.03173393 0.21678860 0.08526902 0.68449043 0.78971845 0.80126326 -0.06928092 0.07674858 0.01430527 0.77149895 0.80126326 0.89360005 -0.21847215 0.04383736 0.04532445 0.03173393 -0.06928092 -0.21847215 0.36222940 -0.21385103 -0.22363699 0.21678860 0.07674858 0.04383736 -0.21385103 0.49842891 -0.06664412 0.08526902 0.01430527 0.04532445 -0.22363699 -0.06664412 0.48019923 *** step number: 59 *** Deformation gradient in current step 0.70500000 -0.29500000 -0.29500000 0.29500000 1.29500000 0.29500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.68502357 0.40805201 -0.23694390 energy density (per reference volume) = -0.1989237702 Kirchhoff stress 0.89517E-01 -0.22569E-01 0.22439E-01 -0.22569E-01 0.11553E+00 0.55486E-01 0.22439E-01 0.55486E-01 0.67463E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07017170 0.67719291 0.75023751 0.04255852 0.21009187 0.08350486 0.67719291 0.71650525 0.76006954 -0.07345504 0.07100684 -0.03110070 0.75023751 0.76006954 0.85000596 -0.21317103 0.02073306 0.01788217 0.04255852 -0.07345504 -0.21317103 0.36960561 -0.20545216 -0.22139520 0.21009187 0.07100684 0.02073306 -0.20545216 0.50563791 -0.07388682 0.08350486 -0.03110070 0.01788217 -0.22139520 -0.07388682 0.46586118 *** step number: 60 *** Deformation gradient in current step 0.70000000 -0.30000000 -0.30000000 0.30000000 1.30000000 0.30000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.68077522 0.42305181 -0.21716557 energy density (per reference volume) = -0.1986561035 Kirchhoff stress 0.89833E-01 -0.22730E-01 0.23535E-01 -0.22730E-01 0.10882E+00 0.51764E-01 0.23535E-01 0.51764E-01 0.66369E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05186839 0.66511546 0.72773859 0.05321550 0.20066535 0.08100877 0.66511546 0.62701817 0.70897976 -0.07415369 0.06367244 -0.08354009 0.72773859 0.70897976 0.80648222 -0.20478144 -0.00197101 -0.01210249 0.05321550 -0.07415369 -0.20478144 0.37778826 -0.19468843 -0.21681738 0.20066535 0.06367244 -0.00197101 -0.19468843 0.51434060 -0.08043747 0.08100877 -0.08354009 -0.01210249 -0.21681738 -0.08043747 0.44733387 *** step number: 61 *** Deformation gradient in current step 0.69500000 -0.30500000 -0.30500000 0.30500000 1.30500000 0.30500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67658495 0.43841733 -0.19744361 energy density (per reference volume) = -0.1984590928 Kirchhoff stress 0.90461E-01 -0.22456E-01 0.25363E-01 -0.22456E-01 0.10014E+00 0.46556E-01 0.25363E-01 0.46556E-01 0.64460E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03178925 0.64729250 0.70421973 0.06342845 0.18883551 0.07718269 0.64729250 0.51882598 0.64853495 -0.06972177 0.05465753 -0.14297735 0.70421973 0.64853495 0.76452003 -0.19319756 -0.02337873 -0.04407177 0.06342845 -0.06972177 -0.19319756 0.38632192 -0.18192881 -0.20952475 0.18883551 0.05465753 -0.02337873 -0.18192881 0.52415200 -0.08610885 0.07718269 -0.14297735 -0.04407177 -0.20952475 -0.08610885 0.42487114 *** step number: 62 *** Deformation gradient in current step 0.69000000 -0.31000000 -0.31000000 0.31000000 1.31000000 0.31000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67245705 0.45392283 -0.17835215 energy density (per reference volume) = -0.1983542717 Kirchhoff stress 0.91139E-01 -0.21683E-01 0.27836E-01 -0.21683E-01 0.89402E-01 0.39977E-01 0.27836E-01 0.39977E-01 0.61642E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01105566 0.62345783 0.67993856 0.07306122 0.17496290 0.07165547 0.62345783 0.39124904 0.58028233 -0.05902398 0.04416596 -0.20869066 0.67993856 0.58028233 0.72531661 -0.17861525 -0.04301807 -0.07720038 0.07306122 -0.05902398 -0.17861525 0.39478778 -0.16763460 -0.19948218 0.17496290 0.04416596 -0.04301807 -0.16763460 0.53478774 -0.09081078 0.07165547 -0.20869066 -0.07720038 -0.19948218 -0.09081078 0.39923728 *** step number: 63 *** Deformation gradient in current step 0.68500000 -0.31500000 -0.31500000 0.31500000 1.31500000 0.31500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66833428 0.46947381 -0.16020509 energy density (per reference volume) = -0.1983613517 Kirchhoff stress 0.91628E-01 -0.20353E-01 0.30879E-01 -0.20353E-01 0.76531E-01 0.32142E-01 0.30879E-01 0.32142E-01 0.57860E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99056665 0.59430420 0.65525118 0.08198545 0.15935568 0.06446154 0.59430420 0.24829190 0.50722625 -0.04204596 0.03255460 -0.27821053 0.65525118 0.50722625 0.68994030 -0.16161396 -0.06079999 -0.11020542 0.08198545 -0.04204596 -0.16161396 0.40292896 -0.15227665 -0.18714434 0.15935568 0.03255460 -0.06079999 -0.15227665 0.54602377 -0.09453317 0.06446154 -0.27821053 -0.11020542 -0.18714434 -0.09453317 0.37195441 *** step number: 64 *** Deformation gradient in current step 0.68000000 -0.32000000 -0.32000000 0.32000000 1.32000000 0.32000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66417253 0.48497247 -0.14321526 energy density (per reference volume) = -0.1984980424 Kirchhoff stress 0.91721E-01 -0.18435E-01 0.34399E-01 -0.18435E-01 0.61573E-01 0.23243E-01 0.34399E-01 0.23243E-01 0.53139E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97116192 0.56188222 0.63071561 0.08992105 0.14233771 0.05617602 0.56188222 0.10383866 0.43472071 -0.02091727 0.02006304 -0.34539839 0.63071561 0.43472071 0.65947012 -0.14338534 -0.07691491 -0.14109236 0.08992105 -0.02091727 -0.14338534 0.41081894 -0.13633437 -0.17378585 0.14233771 0.02006304 -0.07691491 -0.13633437 0.55760310 -0.09742201 0.05617602 -0.34539839 -0.14109236 -0.17378585 -0.09742201 0.34588371 *** step number: 65 *** Deformation gradient in current step 0.67500000 -0.32500000 -0.32500000 0.32500000 1.32500000 0.32500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66002893 0.50013951 -0.12765878 energy density (per reference volume) = -0.1987776266 Kirchhoff stress 0.91251E-01 -0.15994E-01 0.38179E-01 -0.15994E-01 0.45062E-01 0.13709E-01 0.38179E-01 0.13709E-01 0.47667E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95383805 0.52998696 0.60716697 0.09633420 0.12447050 0.04796612 0.52998696 -0.01235872 0.37123282 -0.00122735 0.00643697 -0.39837343 0.60716697 0.37123282 0.63489589 -0.12599221 -0.09170189 -0.16706904 0.09633420 -0.00122735 -0.12599221 0.41907840 -0.12032758 -0.16191685 0.12447050 0.00643697 -0.09170189 -0.12032758 0.56915044 -0.09994601 0.04796612 -0.39837343 -0.16706904 -0.16191685 -0.09994601 0.32584332 *** step number: 66 *** Deformation gradient in current step 0.67000000 -0.33000000 -0.33000000 0.33000000 1.33000000 0.33000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65613351 0.51438812 -0.11394436 energy density (per reference volume) = -0.1992032754 Kirchhoff stress 0.90123E-01 -0.13283E-01 0.41782E-01 -0.13283E-01 0.28381E-01 0.43667E-02 0.41782E-01 0.43667E-02 0.41880E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93977379 0.50368243 0.58558409 0.10054698 0.10680365 0.04131180 0.50368243 -0.05681341 0.32695265 0.00802446 -0.00927219 -0.42076156 0.58558409 0.32695265 0.61657220 -0.11217156 -0.10544253 -0.18526954 0.10054698 0.00802446 -0.11217156 0.42890966 -0.10481005 -0.15510508 0.10680365 -0.00927219 -0.10544253 -0.10481005 0.58016868 -0.10297772 0.04131180 -0.42076156 -0.18526954 -0.15510508 -0.10297772 0.31793391 *** step number: 67 *** Deformation gradient in current step 0.66500000 -0.33500000 -0.33500000 0.33500000 1.33500000 0.33500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65283537 0.52696981 -0.10245622 energy density (per reference volume) = -0.1997616159 Kirchhoff stress 0.88369E-01 -0.10732E-01 0.44612E-01 -0.10732E-01 0.13557E-01 -0.37163E-02 0.44612E-01 -0.37163E-02 0.36391E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92990323 0.48699465 0.56661928 0.10216940 0.09077037 0.03719688 0.48699465 0.00405049 0.30820276 -0.00127084 -0.02803341 -0.40105413 0.56661928 0.30820276 0.60344034 -0.10408535 -0.11810596 -0.19470481 0.10216940 -0.00127084 -0.10408535 0.44148848 -0.09028156 -0.15619338 0.09077037 -0.02803341 -0.11810596 -0.09028156 0.59019273 -0.10740359 0.03719688 -0.40105413 -0.19470481 -0.15619338 -0.10740359 0.32591991 *** step number: 68 *** Deformation gradient in current step 0.66000000 -0.34000000 -0.34000000 0.34000000 1.34000000 0.34000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65038387 0.53741392 -0.09325304 energy density (per reference volume) = -0.2004225123 Kirchhoff stress 0.86143E-01 -0.87433E-02 0.46223E-01 -0.87433E-02 0.22240E-02 -0.97707E-02 0.46223E-01 -0.97707E-02 0.31691E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92431036 0.48021294 0.55017048 0.10151130 0.07753199 0.03537128 0.48021294 0.16070519 0.31150776 -0.02942624 -0.04930487 -0.34485881 0.55017048 0.31150776 0.59303009 -0.10173909 -0.12927263 -0.19783488 0.10151130 -0.02942624 -0.10173909 0.45687535 -0.07710888 -0.16476237 0.07753199 -0.04930487 -0.12927263 -0.07710888 0.59899787 -0.11329746 0.03537128 -0.34485881 -0.19783488 -0.16476237 -0.11329746 0.34687411 *** step number: 69 *** Deformation gradient in current step 0.65500000 -0.34500000 -0.34500000 0.34500000 1.34500000 0.34500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64876764 0.54579755 -0.08598258 energy density (per reference volume) = -0.2011480529 Kirchhoff stress 0.83630E-01 -0.74825E-02 0.46552E-01 -0.74825E-02 -0.52428E-02 -0.13713E-01 0.46552E-01 -0.13713E-01 0.27909E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92219071 0.47995947 0.53554539 0.09945744 0.06741979 0.03458524 0.47995947 0.35793417 0.32496112 -0.06725893 -0.07034881 -0.27486150 0.53554539 0.32496112 0.58266042 -0.10292699 -0.13835523 -0.19948392 0.09945744 -0.06725893 -0.10292699 0.47361401 -0.06556905 -0.17678849 0.06741979 -0.07034881 -0.13835523 -0.06556905 0.60661913 -0.11956215 0.03458524 -0.27486150 -0.19948392 -0.17678849 -0.11956215 0.37166494 *** step number: 70 *** Deformation gradient in current step 0.65000000 -0.35000000 -0.35000000 0.35000000 1.35000000 0.35000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64777247 0.55259742 -0.08007756 energy density (per reference volume) = -0.2019039394 Kirchhoff stress 0.80972E-01 -0.68633E-02 0.45862E-01 -0.68633E-02 -0.95742E-02 -0.16008E-01 0.45862E-01 -0.16008E-01 0.24870E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92236652 0.48167358 0.52197708 0.09698446 0.06001886 0.03345582 0.48167358 0.52740940 0.33550135 -0.10159029 -0.08740412 -0.21771938 0.52197708 0.33550135 0.57070365 -0.10469204 -0.14489809 -0.20410754 0.09698446 -0.10159029 -0.10469204 0.48948370 -0.05588844 -0.18695005 0.06001886 -0.08740412 -0.14489809 -0.05588844 0.61321379 -0.12450259 0.03345582 -0.21771938 -0.20410754 -0.18695005 -0.12450259 0.39017037 *** step number: 71 *** Deformation gradient in current step 0.64500000 -0.35500000 -0.35500000 0.35500000 1.35500000 0.35500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64712818 0.55840530 -0.07497382 energy density (per reference volume) = -0.2026662380 Kirchhoff stress 0.78254E-01 -0.66621E-02 0.44550E-01 -0.66621E-02 -0.11971E-01 -0.17324E-01 0.44550E-01 -0.17324E-01 0.22279E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92376505 0.48197930 0.50899474 0.09475767 0.05454802 0.03117232 0.48197930 0.62527587 0.33543877 -0.12278914 -0.09786971 -0.18971607 0.50899474 0.33543877 0.55713241 -0.10485394 -0.14880248 -0.21365002 0.09475767 -0.12278914 -0.10485394 0.50278029 -0.04808658 -0.19151471 0.05454802 -0.09786971 -0.14880248 -0.04808658 0.61899717 -0.12682550 0.03117232 -0.18971607 -0.21365002 -0.19151471 -0.12682550 0.39668034 *** step number: 72 *** Deformation gradient in current step 0.64000000 -0.36000000 -0.36000000 0.36000000 1.36000000 0.36000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64661884 0.56371454 -0.07024442 energy density (per reference volume) = -0.2034224871 Kirchhoff stress 0.75517E-01 -0.66419E-02 0.42976E-01 -0.66419E-02 -0.13539E-01 -0.18250E-01 0.42976E-01 -0.18250E-01 0.19871E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92567463 0.48002138 0.49657623 0.09291462 0.05018482 0.02784193 0.48002138 0.65534013 0.32553851 -0.13035699 -0.10221635 -0.18833657 0.49657623 0.32553851 0.54346755 -0.10290472 -0.15042803 -0.22671101 0.09291462 -0.13035699 -0.10290472 0.51347029 -0.04170904 -0.19037092 0.05018482 -0.10221635 -0.15042803 -0.04170904 0.62428891 -0.12646547 0.02784193 -0.18833657 -0.22671101 -0.19037092 -0.12646547 0.39290719 *** step number: 73 *** Deformation gradient in current step 0.63500000 -0.36500000 -0.36500000 0.36500000 1.36500000 0.36500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64613620 0.56879655 -0.06567077 energy density (per reference volume) = -0.2041685969 Kirchhoff stress 0.72774E-01 -0.66531E-02 0.41348E-01 -0.66531E-02 -0.14916E-01 -0.19116E-01 0.41348E-01 -0.19116E-01 0.17502E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92780667 0.47704351 0.48503943 0.09118605 0.04635206 0.02422088 0.47704351 0.65583440 0.31223073 -0.13128901 -0.10336881 -0.19795242 0.48503943 0.31223073 0.53197868 -0.09965197 -0.15031964 -0.23987969 0.09118605 -0.13128901 -0.09965197 0.52301113 -0.03595895 -0.18625493 0.04635206 -0.10336881 -0.15031964 -0.03595895 0.62946034 -0.12437215 0.02422088 -0.19795242 -0.23987969 -0.18625493 -0.12437215 0.38556196 *** step number: 74 *** Deformation gradient in current step 0.63000000 -0.37000000 -0.37000000 0.37000000 1.37000000 0.37000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64566025 0.57372756 -0.06120324 energy density (per reference volume) = -0.2049040463 Kirchhoff stress 0.70026E-01 -0.66501E-02 0.39725E-01 -0.66501E-02 -0.16275E-01 -0.20004E-01 0.39725E-01 -0.20004E-01 0.15138E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93011264 0.47417558 0.47468271 0.08936471 0.04285359 0.02087303 0.47417558 0.65290593 0.30017255 -0.13066086 -0.10325245 -0.20791783 0.47468271 0.30017255 0.52449072 -0.09568581 -0.14867409 -0.25062414 0.08936471 -0.13066086 -0.09568581 0.53248221 -0.03035717 -0.18107397 0.04285359 -0.10325245 -0.14867409 -0.03035717 0.63471190 -0.12116214 0.02087303 -0.20791783 -0.25062414 -0.18107397 -0.12116214 0.37932950 *** step number: 75 *** Deformation gradient in current step 0.62500000 -0.37500000 -0.37500000 0.37500000 1.37500000 0.37500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64520011 0.57851873 -0.05684705 energy density (per reference volume) = -0.2056289078 Kirchhoff stress 0.67270E-01 -0.66258E-02 0.38113E-01 -0.66258E-02 -0.17623E-01 -0.20909E-01 0.38113E-01 -0.20909E-01 0.12786E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93257513 0.47168980 0.46565657 0.08743703 0.03968215 0.01797563 0.47168980 0.65126589 0.29085009 -0.12920856 -0.10206036 -0.21592062 0.46565657 0.29085009 0.52230375 -0.09097055 -0.14538046 -0.25767600 0.08743703 -0.12920856 -0.09097055 0.54205358 -0.02483036 -0.17503312 0.03968215 -0.10206036 -0.14538046 -0.02483036 0.64006843 -0.11681210 0.01797563 -0.21592062 -0.25767600 -0.17503312 -0.11681210 0.37568501 *** step number: 76 *** Deformation gradient in current step 0.62000000 -0.38000000 -0.38000000 0.38000000 1.38000000 0.38000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64476837 0.58317643 -0.05261138 energy density (per reference volume) = -0.2063431611 Kirchhoff stress 0.64504E-01 -0.65762E-02 0.36515E-01 -0.65762E-02 -0.18947E-01 -0.21813E-01 0.36515E-01 -0.21813E-01 0.10466E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93516662 0.46966994 0.45805232 0.08542242 0.03684391 0.01561632 0.46966994 0.65166383 0.28520666 -0.12682610 -0.09967399 -0.22113484 0.45805232 0.28520666 0.52660492 -0.08536993 -0.14032165 -0.25997090 0.08542242 -0.12682610 -0.08536993 0.55170706 -0.01938806 -0.16802231 0.03684391 -0.09967399 -0.14032165 -0.01938806 0.64551013 -0.11120382 0.01561632 -0.22113484 -0.25997090 -0.16802231 -0.11120382 0.37556306 *** step number: 77 *** Deformation gradient in current step 0.61500000 -0.38500000 -0.38500000 0.38500000 1.38500000 0.38500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64437874 0.58770792 -0.04850464 energy density (per reference volume) = -0.2070466089 Kirchhoff stress 0.61730E-01 -0.64962E-02 0.34936E-01 -0.64962E-02 -0.20229E-01 -0.22689E-01 0.34936E-01 -0.22689E-01 0.82055E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93785186 0.46817863 0.45191868 0.08333264 0.03433190 0.01385593 0.46817863 0.65482555 0.28417600 -0.12341138 -0.09600500 -0.22272711 0.45191868 0.28417600 0.53846081 -0.07878981 -0.13345254 -0.25649243 0.08333264 -0.12341138 -0.07878981 0.56141064 -0.01405355 -0.15995563 0.03433190 -0.09600500 -0.13345254 -0.01405355 0.65099801 -0.10426770 0.01385593 -0.22272711 -0.25649243 -0.15995563 -0.10426770 0.37989344 *** step number: 78 *** Deformation gradient in current step 0.61000000 -0.39000000 -0.39000000 0.39000000 1.39000000 0.39000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64404601 0.59212138 -0.04453446 energy density (per reference volume) = -0.2077388170 Kirchhoff stress 0.58949E-01 -0.63804E-02 0.33381E-01 -0.63804E-02 -0.21440E-01 -0.23505E-01 0.33381E-01 -0.23505E-01 0.60402E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94058927 0.46725332 0.44725410 0.08117004 0.03212550 0.01272157 0.46725332 0.66147705 0.28860010 -0.11890063 -0.09102218 -0.21989896 0.44725410 0.28860010 0.55867705 -0.07120378 -0.12482612 -0.24638414 0.08117004 -0.11890063 -0.07120378 0.57111939 -0.00886532 -0.15079802 0.03212550 -0.09102218 -0.12482612 -0.00886532 0.65647216 -0.09600823 0.01272157 -0.21989896 -0.24638414 -0.15079802 -0.09600823 0.38951998 *** step number: 79 *** Deformation gradient in current step 0.60500000 -0.39500000 -0.39500000 0.39500000 1.39500000 0.39500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64378590 0.59642577 -0.04070773 energy density (per reference volume) = -0.2084190487 Kirchhoff stress 0.56162E-01 -0.62231E-02 0.31855E-01 -0.62231E-02 -0.22547E-01 -0.24218E-01 0.31855E-01 -0.24218E-01 0.40147E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94333246 0.46689890 0.44400027 0.07892734 0.03019120 0.01219903 0.46689890 0.67225656 0.29909816 -0.11328859 -0.08477390 -0.21199497 0.44400027 0.29909816 0.58761845 -0.06267772 -0.11461815 -0.22910435 0.07892734 -0.11328859 -0.06267772 0.58077325 -0.00387898 -0.14058767 0.03019120 -0.08477390 -0.11461815 -0.00387898 0.66185111 -0.08652799 0.01219903 -0.21199497 -0.22910435 -0.14058767 -0.08652799 0.40507033 *** step number: 80 *** Deformation gradient in current step 0.60000000 -0.40000000 -0.40000000 0.40000000 1.40000000 0.40000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64361481 0.60063070 -0.03703062 energy density (per reference volume) = -0.2090862014 Kirchhoff stress 0.53373E-01 -0.60192E-02 0.30363E-01 -0.60192E-02 -0.23508E-01 -0.24784E-01 0.30363E-01 -0.24784E-01 0.21782E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94603222 0.46708180 0.44203938 0.07658832 0.02848454 0.01222774 0.46708180 0.68759220 0.31590133 -0.10664958 -0.07740954 -0.19864595 0.44203938 0.31590133 0.62500287 -0.05339188 -0.10314634 -0.20461281 0.07658832 -0.10664958 -0.05339188 0.59029608 0.00083266 -0.12945806 0.02848454 -0.07740954 -0.10314634 0.00083266 0.66703358 -0.07604894 0.01222774 -0.19864595 -0.20461281 -0.12945806 -0.07604894 0.42679137 *** step number: 81 *** Deformation gradient in current step 0.59500000 -0.40500000 -0.40500000 0.40500000 1.40500000 0.40500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64354947 0.60474629 -0.03350865 energy density (per reference volume) = -0.2097387553 Kirchhoff stress 0.50583E-01 -0.57647E-02 0.28910E-01 -0.57647E-02 -0.24280E-01 -0.25154E-01 0.28910E-01 -0.25154E-01 0.58123E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94863872 0.46772755 0.44119717 0.07412969 0.02695337 0.01270008 0.46772755 0.70755129 0.33866867 -0.09915506 -0.06919479 -0.17993726 0.44119717 0.33866867 0.66969803 -0.04365426 -0.09087697 -0.17356734 0.07412969 -0.09915506 -0.04365426 0.59959706 0.00518225 -0.11765414 0.02695337 -0.06919479 -0.09087697 0.00518225 0.67190381 -0.06492449 0.01270008 -0.17993726 -0.17356734 -0.11765414 -0.06492449 0.45436526 *** step number: 82 *** Deformation gradient in current step 0.59000000 -0.41000000 -0.41000000 0.41000000 1.41000000 0.41000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64360649 0.60878292 -0.03014668 energy density (per reference volume) = -0.2103747527 Kirchhoff stress 0.47796E-01 -0.54584E-02 0.27495E-01 -0.54584E-02 -0.24818E-01 -0.25283E-01 0.27495E-01 -0.25283E-01 -0.73098E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95110389 0.46872360 0.44125373 0.07152426 0.02554237 0.01346729 0.46872360 0.73168284 0.36632047 -0.09108105 -0.06051294 -0.15657393 0.44125373 0.36632047 0.71957535 -0.03389670 -0.07840917 -0.13748611 0.07152426 -0.09108105 -0.03389670 0.60857532 0.00907453 -0.10553530 0.02554237 -0.06051294 -0.07840917 0.00907453 0.67634124 -0.05363392 0.01346729 -0.15657393 -0.13748611 -0.10553530 -0.05363392 0.48674214 *** step number: 83 *** Deformation gradient in current step 0.58500000 -0.41500000 -0.41500000 0.41500000 1.41500000 0.41500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64380190 0.61275108 -0.02694900 energy density (per reference volume) = -0.2109918209 Kirchhoff stress 0.45014E-01 -0.51019E-02 0.26115E-01 -0.51019E-02 -0.25083E-01 -0.25133E-01 0.26115E-01 -0.25133E-01 -0.17259E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95338374 0.46992938 0.44196371 0.06874519 0.02419862 0.01435360 0.46992938 0.75889787 0.39695175 -0.08279671 -0.05184274 -0.12998922 0.44196371 0.39695175 0.77150394 -0.02464360 -0.06642686 -0.09880266 0.06874519 -0.08279671 -0.02464360 0.61712860 0.01241724 -0.09355531 0.02419862 -0.05184274 -0.06642686 0.01241724 0.68023480 -0.04274906 0.01435360 -0.12998922 -0.09880266 -0.09355531 -0.04274906 0.52205194 *** step number: 84 *** Deformation gradient in current step 0.58000000 -0.42000000 -0.42000000 0.42000000 1.42000000 0.42000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64415068 0.61666109 -0.02391935 energy density (per reference volume) = -0.2115872577 Kirchhoff stress 0.42237E-01 -0.47012E-02 0.24763E-01 -0.47012E-02 -0.25049E-01 -0.24684E-01 0.24763E-01 -0.24684E-01 -0.23918E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95544026 0.47119420 0.44308504 0.06577087 0.02287738 0.01517881 0.47119420 0.78745841 0.42791427 -0.07472507 -0.04370439 -0.10231711 0.44308504 0.42791427 0.82158743 -0.01644530 -0.05561164 -0.06071754 0.06577087 -0.07472507 -0.01644530 0.62516570 0.01513581 -0.08221093 0.02287738 -0.04370439 -0.05561164 0.01513581 0.68350067 -0.03286533 0.01517881 -0.10231711 -0.06071754 -0.08221093 -0.03286533 0.55768346 *** step number: 85 *** Deformation gradient in current step 0.57500000 -0.42500000 -0.42500000 0.42500000 1.42500000 0.42500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64466645 0.62052306 -0.02106096 energy density (per reference volume) = -0.2121581811 Kirchhoff stress 0.39467E-01 -0.42662E-02 0.23428E-01 -0.42662E-02 -0.24707E-01 -0.23939E-01 0.23428E-01 -0.23939E-01 -0.27437E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95724262 0.47238145 0.44441267 0.06258942 0.02154709 0.01578676 0.47238145 0.81516045 0.45615814 -0.06727205 -0.03657168 -0.07613941 0.44441267 0.45615814 0.86573071 -0.00977630 -0.04652042 -0.02675582 0.06258942 -0.06727205 -0.00977630 0.63262105 0.01718956 -0.07195657 0.02154709 -0.03657168 -0.04652042 0.01718956 0.68610016 -0.02449781 0.01578676 -0.07613941 -0.02675582 -0.07195657 -0.02449781 0.59062202 *** step number: 86 *** Deformation gradient in current step 0.57000000 -0.43000000 -0.43000000 0.43000000 1.43000000 0.43000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64536126 0.62434669 -0.01837665 energy density (per reference volume) = -0.2127017324 Kirchhoff stress 0.36702E-01 -0.38101E-02 0.22094E-01 -0.38101E-02 -0.24073E-01 -0.22923E-01 0.22094E-01 -0.22923E-01 -0.28251E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95876728 0.47339371 0.44580904 0.05920155 0.02019189 0.01607312 0.47339371 0.83976832 0.47886915 -0.06073225 -0.03076334 -0.05395836 0.44580904 0.47886915 0.90053127 -0.00491578 -0.03945144 -0.00001163 0.05920155 -0.06073225 -0.00491578 0.63946725 0.01858426 -0.06309786 0.02019189 -0.03076334 -0.03945144 0.01858426 0.68805212 -0.01796002 0.01607312 -0.05395836 -0.00001163 -0.06309786 -0.01796002 0.61808229 *** step number: 87 *** Deformation gradient in current step 0.56500000 -0.43500000 -0.43500000 0.43500000 1.43500000 0.43500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64624572 0.62814133 -0.01586884 energy density (per reference volume) = -0.2132152920 Kirchhoff stress 0.33945E-01 -0.33479E-02 0.20746E-01 -0.33479E-02 -0.23181E-01 -0.21686E-01 0.20746E-01 -0.21686E-01 -0.27026E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95999704 0.47419005 0.44722011 0.05562041 0.01881060 0.01600247 0.47419005 0.85965079 0.49428769 -0.05520035 -0.02634888 -0.03747321 0.44722011 0.49428769 0.92429031 -0.00185192 -0.03434798 0.01776491 0.05562041 -0.05520035 -0.00185192 0.64571973 0.01937482 -0.05569859 0.01881060 -0.02634888 -0.03434798 0.01937482 0.68943255 -0.01326740 0.01600247 -0.03747321 0.01776491 -0.05569859 -0.01326740 0.63832330 *** step number: 88 *** Deformation gradient in current step 0.56000000 -0.44000000 -0.44000000 0.44000000 1.44000000 0.44000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64732924 0.63191603 -0.01353965 energy density (per reference volume) = -0.2136966509 Kirchhoff stress 0.31194E-01 -0.28938E-02 0.19370E-01 -0.28938E-02 -0.22078E-01 -0.20286E-01 0.19370E-01 -0.20286E-01 -0.24518E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96091917 0.47478598 0.44866656 0.05186799 0.01741176 0.01560464 0.47478598 0.87437652 0.50236488 -0.05053626 -0.02312291 -0.02695073 0.44866656 0.50236488 0.93767584 -0.00026891 -0.03080386 0.02683575 0.05186799 -0.05053626 -0.00026891 0.65142802 0.01965242 -0.04955478 0.01741176 -0.02312291 -0.03080386 0.01965242 0.69035633 -0.01012458 0.01560464 -0.02695073 0.02683575 -0.04955478 -0.01012458 0.65130248 *** step number: 89 *** Deformation gradient in current step 0.55500000 -0.44500000 -0.44500000 0.44500000 1.44500000 0.44500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.64862045 0.63567965 -0.01139092 energy density (per reference volume) = -0.2141440756 Kirchhoff stress 0.28453E-01 -0.24593E-02 0.17957E-01 -0.24593E-02 -0.20808E-01 -0.18781E-01 0.17957E-01 -0.18781E-01 -0.21407E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96152337 0.47523265 0.45020978 0.04796924 0.01600635 0.01494817 0.47523265 0.88485974 0.50476069 -0.04642700 -0.02069086 -0.02114167 0.45020978 0.50476069 0.94346161 0.00034137 -0.02821012 0.02936094 0.04796924 -0.04642700 0.00034137 0.65665356 0.01951727 -0.04427875 0.01600635 -0.02069086 -0.02821012 0.01951727 0.69094384 -0.00803849 0.01494817 -0.02114167 0.02936094 -0.04427875 -0.00803849 0.65867447 *** step number: 90 *** Deformation gradient in current step 0.55000000 -0.45000000 -0.45000000 0.45000000 1.45000000 0.45000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65012754 0.63944096 -0.00942424 energy density (per reference volume) = -0.2145562495 Kirchhoff stress 0.25723E-01 -0.20520E-02 0.16500E-01 -0.20520E-02 -0.19405E-01 -0.17209E-01 0.16500E-01 -0.17209E-01 -0.18160E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96180026 0.47558493 0.45190819 0.04394656 0.01460163 0.01410296 0.47558493 0.89277655 0.50393678 -0.04253424 -0.01864485 -0.01801130 0.45190819 0.50393678 0.94517568 0.00047560 -0.02599468 0.02828858 0.04394656 -0.04253424 0.00047560 0.66144356 0.01904891 -0.03947267 0.01460163 -0.01864485 -0.02599468 0.01904891 0.69128708 -0.00652380 0.01410296 -0.01801130 0.02828858 -0.03947267 -0.00652380 0.66288705 *** step number: 91 *** Deformation gradient in current step 0.54500000 -0.45500000 -0.45500000 0.45500000 1.45500000 0.45500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65185862 0.64320876 -0.00764103 energy density (per reference volume) = -0.2149321379 Kirchhoff stress 0.23009E-01 -0.16761E-02 0.15001E-01 -0.16761E-02 -0.17889E-01 -0.15591E-01 0.15001E-01 -0.15591E-01 -0.15020E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96174083 0.47587838 0.45378978 0.03981763 0.01319892 0.01311515 0.47587838 0.89957330 0.50186952 -0.03863395 -0.01671922 -0.01586984 0.45378978 0.50186952 0.94545959 0.00045077 -0.02380716 0.02590060 0.03981763 -0.03863395 0.00045077 0.66581707 0.01829178 -0.03488198 0.01319892 -0.01671922 -0.02380716 0.01829178 0.69143499 -0.00527284 0.01311515 -0.01586984 0.02590060 -0.03488198 -0.00527284 0.66589797 *** step number: 92 *** Deformation gradient in current step 0.54000000 -0.46000000 -0.46000000 0.46000000 1.46000000 0.46000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65382174 0.64699185 -0.00604251 energy density (per reference volume) = -0.2152708633 Kirchhoff stress 0.20313E-01 -0.13343E-02 0.13459E-01 -0.13343E-02 -0.16266E-01 -0.13937E-01 0.13459E-01 -0.13937E-01 -0.12084E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96133672 0.47612796 0.45585379 0.03559664 0.01179536 0.01200707 0.47612796 0.90592279 0.49945542 -0.03464387 -0.01481363 -0.01394301 0.45585379 0.49945542 0.94545489 0.00039001 -0.02152322 0.02320509 0.03559664 -0.03464387 0.00039001 0.66977059 0.01726314 -0.03041726 0.01179536 -0.01481363 -0.02152322 0.01726314 0.69140424 -0.00417056 0.01200707 -0.01394301 0.02320509 -0.03041726 -0.00417056 0.66858317 *** step number: 93 *** Deformation gradient in current step 0.53500000 -0.46500000 -0.46500000 0.46500000 1.46500000 0.46500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65602505 0.65079906 -0.00462973 energy density (per reference volume) = -0.2155716428 Kirchhoff stress 0.17641E-01 -0.10284E-02 0.11879E-01 -0.10284E-02 -0.14541E-01 -0.12252E-01 0.11879E-01 -0.12252E-01 -0.93982E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96058052 0.47633906 0.45808664 0.03129637 0.01038653 0.01079044 0.47633906 0.91196472 0.49690047 -0.03055583 -0.01291171 -0.01206366 0.45808664 0.49690047 0.94540807 0.00032083 -0.01912708 0.02042421 0.03129637 -0.03055583 0.00032083 0.67329215 0.01596960 -0.02607238 0.01038653 -0.01291171 -0.01912708 0.01596960 0.69119872 -0.00319666 0.01079044 -0.01206366 0.02042421 -0.02607238 -0.00319666 0.67112729 *** step number: 94 *** Deformation gradient in current step 0.53000000 -0.47000000 -0.47000000 0.47000000 1.47000000 0.47000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.65847671 0.65463926 -0.00340360 energy density (per reference volume) = -0.2158337760 Kirchhoff stress 0.14998E-01 -0.75987E-03 0.10262E-01 -0.75987E-03 -0.12719E-01 -0.10541E-01 0.10262E-01 -0.10541E-01 -0.69986E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95946606 0.47651501 0.46047169 0.02692926 0.00896771 0.00947484 0.47651501 0.91769870 0.49423603 -0.02637821 -0.01101554 -0.01022122 0.46047169 0.49423603 0.94534651 0.00024993 -0.01662618 0.01758511 0.02692926 -0.02637821 0.00024993 0.67636947 0.01441634 -0.02185891 0.00896771 -0.01101554 -0.01662618 0.01441634 0.69082010 -0.00235077 0.00947484 -0.01022122 0.01758511 -0.02185891 -0.00235077 0.67353986 *** step number: 95 *** Deformation gradient in current step 0.52500000 -0.47500000 -0.47500000 0.47500000 1.47500000 0.47500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66118497 0.65852129 -0.00236487 energy density (per reference volume) = -0.2160566468 Kirchhoff stress 0.12387E-01 -0.53024E-03 0.86119E-02 -0.53024E-03 -0.10804E-01 -0.88086E-02 0.86119E-02 -0.88086E-02 -0.49154E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95798842 0.47665871 0.46299152 0.02250760 0.00753425 0.00806954 0.47665871 0.92311348 0.49147982 -0.02212085 -0.00912887 -0.00841744 0.46299152 0.49147982 0.94527922 0.00018195 -0.01403020 0.01469962 0.02250760 -0.02212085 0.00018195 0.67899177 0.01260901 -0.01778927 0.00753425 -0.00912887 -0.01403020 0.01260901 0.69027000 -0.00163373 0.00806954 -0.00841744 0.01469962 -0.01778927 -0.00163373 0.67581642 *** step number: 96 *** Deformation gradient in current step 0.52000000 -0.48000000 -0.48000000 0.48000000 1.48000000 0.48000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66415813 0.66245403 -0.00151417 energy density (per reference volume) = -0.2162397272 Kirchhoff stress 0.98138E-02 -0.34070E-03 0.69325E-02 -0.34070E-03 -0.88003E-02 -0.70598E-02 0.69325E-02 -0.70598E-02 -0.31750E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95614398 0.47677269 0.46562811 0.01804351 0.00608164 0.00658352 0.47677269 0.92819865 0.48864986 -0.01779388 -0.00725589 -0.00665361 0.46562811 0.48864986 0.94521370 0.00012086 -0.01134938 0.01177965 0.01804351 -0.01779388 0.00012086 0.68114988 0.01055386 -0.01387541 0.00608164 -0.00725589 -0.01134938 0.01055386 0.68955018 -0.00104622 0.00658352 -0.00665361 0.01177965 -0.01387541 -0.00104622 0.67795255 *** step number: 97 *** Deformation gradient in current step 0.51500000 -0.48500000 -0.48500000 0.48500000 1.48500000 0.48500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.66740459 0.66644632 -0.00085200 energy density (per reference volume) = -0.2163825809 Kirchhoff stress 0.72835E-02 -0.19223E-03 0.52274E-02 -0.19223E-03 -0.67132E-02 -0.52997E-02 0.52274E-02 -0.52997E-02 -0.17987E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95393051 0.47685907 0.46836298 0.01354898 0.00460564 0.00502547 0.47685907 0.93294487 0.48576463 -0.01340764 -0.00540120 -0.00493034 0.46836298 0.48576463 0.94515618 0.00006992 -0.00859453 0.00883737 0.01354898 -0.01340764 0.00006992 0.68283625 0.00825774 -0.01012881 0.00460564 -0.00540120 -0.00859453 0.00825774 0.68866254 -0.00058877 0.00502547 -0.00493034 0.00883737 -0.01012881 -0.00058877 0.67994413 *** step number: 98 *** Deformation gradient in current step 0.51000000 -0.49000000 -0.49000000 0.49000000 1.49000000 0.49000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67093281 0.67050699 -0.00037875 energy density (per reference volume) = -0.2164848655 Kirchhoff stress 0.48009E-02 -0.85623E-04 0.35007E-02 -0.85623E-04 -0.45474E-02 -0.35330E-02 0.35007E-02 -0.35330E-02 -0.80347E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95134710 0.47691954 0.47117725 0.00903580 0.00310231 0.00340369 0.47691954 0.93734393 0.48284298 -0.00897270 -0.00356988 -0.00324756 0.47117725 0.48284298 0.94511157 0.00003169 -0.00577688 0.00588507 0.00903580 -0.00897270 0.00003169 0.68404501 0.00572802 -0.00656045 0.00310231 -0.00356988 -0.00577688 0.00572802 0.68760917 -0.00026177 0.00340369 -0.00324756 0.00588507 -0.00656045 -0.00026177 0.68178730 *** step number: 99 *** Deformation gradient in current step 0.50500000 -0.49500000 -0.49500000 0.49500000 1.49500000 0.49500000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67475131 0.67464487 -0.00009470 energy density (per reference volume) = -0.2165463350 Kirchhoff stress 0.23714E-02 -0.21435E-04 0.17567E-02 -0.21435E-04 -0.23080E-02 -0.17648E-02 0.17567E-02 -0.17648E-02 -0.20148E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94839424 0.47695533 0.47405176 0.00451565 0.00156811 0.00172605 0.47695533 0.94138882 0.47990406 -0.00449983 -0.00176748 -0.00160457 0.47405176 0.47990406 0.94508338 0.00000802 -0.00290806 0.00293515 0.00451565 -0.00449983 0.00000802 0.68477195 0.00297262 -0.00318085 0.00156811 -0.00176748 -0.00290806 0.00297262 0.68639233 -0.00006545 0.00172605 -0.00160457 0.00293515 -0.00318085 -0.00006545 0.68347853 *** step number: 100 *** Deformation gradient in current step 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 Shuffle vectors and relaxed displacements 1 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 2 1.35773744 1.35773744 1.35773744 -0.67886872 0.67886872 0.00000000 energy density (per reference volume) = -0.2165668414 Kirchhoff stress 0.30159E-15 0.31581E-10 0.12142E-09 0.31581E-10 0.12623E-15 -0.42145E-10 0.12142E-09 -0.42145E-10 0.31134E-15 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94507375 0.47696717 0.47696717 -0.00000000 -0.00000000 0.00000000 0.47696717 0.94507375 0.47696717 -0.00000000 -0.00000000 0.00000000 0.47696717 0.47696717 0.94507375 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.68501454 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.68501454 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.68501454 * CB-KIM calculation successfully completed