---------------------------------------------------------------------------- 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 'Cu(fcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 0.00000 2.00000 2.00000 a2 = 2.00000 0.00000 2.00000 a3 = 2.00000 2.00000 0.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: EAM_Dynamo_Wu_Trinkle_CuAg__MO_270337113239_004 Maximum cut-off distance: 5.9980000000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 Relaxed lattice vectors 0.00000000000000000000 1.74606380090624124790 1.74606380090624124790 1.74606380090624124790 0.00000000000000000000 1.74606380090624124790 1.74606380090624124790 1.74606380090624124790 0.00000000000000000000 **deform crystal** Method: fixed 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 energy density (per reference volume) = -0.3118996847 Kirchhoff stress 0.65333E-14 0.19552E-17 -0.16294E-18 0.19552E-17 0.65346E-14 -0.48881E-18 -0.16294E-18 -0.48881E-18 0.65385E-14 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74513463 0.56082167 0.56082167 -0.00000000 0.00000000 0.00000000 0.56082167 0.74513463 0.56082167 -0.00000000 -0.00000000 -0.00000000 0.56082167 0.56082167 0.74513463 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.30993651 -0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.30993651 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.30993651 *** 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 energy density (per reference volume) = -0.3118870755 Kirchhoff stress -0.93959E-03 -0.12818E-04 -0.16353E-02 -0.12818E-04 0.93865E-03 0.15310E-02 -0.16353E-02 0.15310E-02 -0.10509E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74850696 0.55780580 0.58367320 -0.00386791 0.02124600 0.00083083 0.55780580 0.74444793 0.55197067 -0.00040752 -0.00326482 -0.00770265 0.58367320 0.55197067 0.75808329 0.00136692 0.02520348 -0.00748794 -0.00386791 -0.00040752 0.00136692 0.30690949 0.00104855 -0.00348173 0.02124600 -0.00326482 0.02520348 0.00104855 0.33284338 0.00136603 0.00083083 -0.00770265 -0.00748794 -0.00348173 0.00136603 0.30097476 *** 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 energy density (per reference volume) = -0.3118491384 Kirchhoff stress -0.18833E-02 -0.52209E-04 -0.33651E-02 -0.52209E-04 0.19145E-02 0.29891E-02 -0.33651E-02 0.29891E-02 -0.38069E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74055526 0.55417779 0.58715967 -0.01133735 0.02408476 0.00525166 0.55417779 0.74055371 0.54463254 -0.00432564 -0.00229811 -0.00942363 0.58715967 0.54463254 0.75764255 0.00004187 0.02900578 -0.01464349 -0.01133735 -0.00432564 0.00004187 0.30315964 0.00568314 -0.00276239 0.02408476 -0.00229811 0.02900578 0.00568314 0.33622594 0.00003492 0.00525166 -0.00942363 -0.01464349 -0.00276239 0.00003492 0.29340254 *** 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 energy density (per reference volume) = -0.3117855819 Kirchhoff stress -0.27832E-02 -0.12064E-03 -0.51624E-02 -0.12064E-03 0.29651E-02 0.44036E-02 -0.51624E-02 0.44036E-02 -0.76765E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72591310 0.55375805 0.58379331 -0.01057531 0.01551198 0.00612788 0.55375805 0.75865784 0.55662488 -0.00024321 -0.00633826 -0.00222107 0.58379331 0.55662488 0.76941622 0.00069647 0.02431901 -0.00313018 -0.01057531 -0.00024321 0.00069647 0.30257930 0.00679595 -0.00703081 0.01551198 -0.00633826 0.02431901 0.00679595 0.33272054 0.00067829 0.00612788 -0.00222107 -0.00313018 -0.00703081 0.00067829 0.30513575 *** 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 energy density (per reference volume) = -0.3116959507 Kirchhoff stress -0.36929E-02 -0.21791E-03 -0.70638E-02 -0.21791E-03 0.40603E-02 0.57556E-02 -0.70638E-02 0.57556E-02 -0.13242E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73048578 0.55654470 0.60036998 -0.00833885 0.03022415 0.00968531 0.55654470 0.75856450 0.53107748 0.00746332 -0.00637852 -0.02409006 0.60036998 0.53107748 0.75912215 0.00362740 0.04296657 -0.02756467 -0.00833885 0.00746332 0.00362740 0.30509348 0.01057248 -0.00730887 0.03022415 -0.00637852 0.04296657 0.01057248 0.34902581 0.00359368 0.00968531 -0.02409006 -0.02756467 -0.00730887 0.00359368 0.27919747 *** 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 energy density (per reference volume) = -0.3115798240 Kirchhoff stress -0.46230E-02 -0.34631E-03 -0.90709E-02 -0.34631E-03 0.51775E-02 0.70094E-02 -0.90709E-02 0.70094E-02 -0.20886E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72499693 0.55627485 0.61186122 -0.01310318 0.03793103 0.01241001 0.55627485 0.77290084 0.53298838 0.00865976 -0.00756282 -0.02282269 0.61186122 0.53298838 0.78011045 0.00519217 0.05807897 -0.02476891 -0.01310318 0.00865976 0.00519217 0.30446238 0.01351466 -0.00874244 0.03793103 -0.00756282 0.05807897 0.01351466 0.36011887 0.00514214 0.01241001 -0.02282269 -0.02476891 -0.00874244 0.00514214 0.28061319 *** 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 energy density (per reference volume) = -0.3114367696 Kirchhoff stress -0.55799E-02 -0.50818E-03 -0.11192E-01 -0.50818E-03 0.63343E-02 0.81793E-02 -0.11192E-01 0.81793E-02 -0.30510E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73855299 0.54899586 0.63144494 -0.01923350 0.05455966 0.01638529 0.54899586 0.76895243 0.53108921 -0.00175829 -0.00831561 -0.01926563 0.63144494 0.53108921 0.79051873 0.00719683 0.08020649 -0.02288186 -0.01923350 -0.00175829 0.00719683 0.29667270 0.01771828 -0.00975743 0.05455966 -0.00831561 0.08020649 0.01771828 0.37912940 0.00711984 0.01638529 -0.01926563 -0.02288186 -0.00975743 0.00711984 0.27811021 *** 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 energy density (per reference volume) = -0.3112663234 Kirchhoff stress -0.65806E-02 -0.70783E-03 -0.13426E-01 -0.70783E-03 0.75448E-02 0.92684E-02 -0.13426E-01 0.92684E-02 -0.41977E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77010295 0.56694922 0.64784376 -0.00719750 0.06867386 0.01907355 0.56694922 0.77779439 0.51701635 0.02392082 -0.00887203 -0.03946280 0.64784376 0.51701635 0.79092856 0.01171864 0.09722698 -0.03765543 -0.00719750 0.02392082 0.01171864 0.31395114 0.02062932 -0.01058822 0.06867386 -0.00887203 0.09722698 0.02062932 0.39475577 0.01161011 0.01907355 -0.03946280 -0.03765543 -0.01058822 0.01161011 0.26326970 *** 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 energy density (per reference volume) = -0.3110681942 Kirchhoff stress -0.76643E-02 -0.92576E-03 -0.15785E-01 -0.92576E-03 0.87355E-02 0.10192E-01 -0.15785E-01 0.10192E-01 -0.56305E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80146216 0.57170008 0.69505056 -0.00167415 0.10992024 0.02573346 0.57170008 0.80616194 0.51513461 0.02959423 -0.00829956 -0.04060836 0.69505056 0.51513461 0.86723053 0.01835218 0.15034860 -0.03370970 -0.00167415 0.02959423 0.01835218 0.31786176 0.02749494 -0.01030966 0.10992024 -0.00829956 0.15034860 0.02749494 0.44097780 0.01822367 0.02573346 -0.04060836 -0.03370970 -0.01030966 0.01822367 0.26043699 *** 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 energy density (per reference volume) = -0.3108422087 Kirchhoff stress -0.88379E-02 -0.11823E-02 -0.18270E-01 -0.11823E-02 0.99036E-02 0.10970E-01 -0.18270E-01 0.10970E-01 -0.73112E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83480689 0.55744835 0.74083525 -0.01202830 0.14915170 0.03402849 0.55744835 0.80759622 0.52593760 0.01302545 -0.00937345 -0.03016617 0.74083525 0.52593760 0.93222634 0.02531913 0.20054159 -0.01665912 -0.01202830 0.01302545 0.02531913 0.30250237 0.03599553 -0.01169379 0.14915170 -0.00937345 0.20054159 0.03599553 0.48549109 0.02513906 0.03402849 -0.03016617 -0.01665912 -0.01169379 0.02513906 0.27008628 *** 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 energy density (per reference volume) = -0.3105883544 Kirchhoff stress -0.10131E-01 -0.15081E-02 -0.20850E-01 -0.15081E-02 0.11003E-01 0.11586E-01 -0.20850E-01 0.11586E-01 -0.92404E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85130210 0.55583657 0.74314656 -0.01472411 0.15204260 0.03814783 0.55583657 0.77929322 0.49583537 0.01450885 -0.00634060 -0.06326338 0.74314656 0.49583537 0.91321522 0.03146598 0.20967492 -0.04149791 -0.01472411 0.01450885 0.03146598 0.29954775 0.04029811 -0.00898661 0.15204260 -0.00634060 0.20967492 0.04029811 0.48626735 0.03123043 0.03814783 -0.06326338 -0.04149791 -0.00898661 0.03123043 0.23859492 *** 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 energy density (per reference volume) = -0.3103070064 Kirchhoff stress -0.11517E-01 -0.18658E-02 -0.23500E-01 -0.18658E-02 0.12015E-01 0.11999E-01 -0.23500E-01 0.11999E-01 -0.11431E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86053589 0.55191115 0.75227892 -0.01949280 0.15368182 0.04148829 0.55191115 0.75490477 0.48306314 0.01082288 -0.00472876 -0.08051173 0.75227892 0.48306314 0.91911725 0.03633650 0.21944325 -0.05118302 -0.01949280 0.01082288 0.03633650 0.29401874 0.04379255 -0.00770606 0.15368182 -0.00472876 0.21944325 0.04379255 0.49358244 0.03603559 0.04148829 -0.08051173 -0.05118302 -0.00770606 0.03603559 0.22417016 *** 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 energy density (per reference volume) = -0.3099986942 Kirchhoff stress -0.12938E-01 -0.22386E-02 -0.26204E-01 -0.22386E-02 0.13003E-01 0.12237E-01 -0.26204E-01 0.12237E-01 -0.13851E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85589368 0.54716249 0.74427497 -0.00557035 0.16447429 0.04900662 0.54716249 0.75555240 0.45466404 0.03264462 -0.00333987 -0.08412965 0.74427497 0.45466404 0.91569519 0.04364695 0.24389219 -0.04896476 -0.00557035 0.03264462 0.04364695 0.31260450 0.05121599 -0.00633487 0.16447429 -0.00333987 0.24389219 0.05121599 0.50876323 0.04332913 0.04900662 -0.08412965 -0.04896476 -0.00633487 0.04332913 0.21917752 *** 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 energy density (per reference volume) = -0.3096642197 Kirchhoff stress -0.14384E-01 -0.26379E-02 -0.28930E-01 -0.26379E-02 0.13889E-01 0.12261E-01 -0.28930E-01 0.12261E-01 -0.16519E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86690665 0.53894338 0.77687068 -0.01845734 0.17753391 0.05561277 0.53894338 0.74263701 0.45431829 0.01369357 -0.00201565 -0.09813063 0.77687068 0.45431829 0.94743362 0.05465880 0.27259980 -0.04681139 -0.01845734 0.01369357 0.05465880 0.29523467 0.05797852 -0.00541281 0.17753391 -0.00201565 0.27259980 0.05797852 0.53195466 0.05426333 0.05561277 -0.09813063 -0.04681139 -0.00541281 0.05426333 0.20959636 *** 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 energy density (per reference volume) = -0.3093049032 Kirchhoff stress -0.15846E-01 -0.30905E-02 -0.31652E-01 -0.30905E-02 0.14664E-01 0.12106E-01 -0.31652E-01 0.12106E-01 -0.19375E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90417142 0.55010520 0.81821640 -0.01525394 0.19571712 0.06291175 0.55010520 0.75972555 0.46156175 0.01731419 0.00025902 -0.10365005 0.81821640 0.46156175 1.02208517 0.06303371 0.31694163 -0.04408995 -0.01525394 0.01731419 0.06303371 0.29639107 0.06543671 -0.00356460 0.19571712 0.00025902 0.31694163 0.06543671 0.56299725 0.06255219 0.06291175 -0.10365005 -0.04408995 -0.00356460 0.06255219 0.20674215 *** 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 energy density (per reference volume) = -0.3089222634 Kirchhoff stress -0.17226E-01 -0.35471E-02 -0.34341E-01 -0.35471E-02 0.15362E-01 0.11759E-01 -0.34341E-01 0.11759E-01 -0.22423E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90280146 0.57540984 0.81681421 -0.00533186 0.17243843 0.06641740 0.57540984 0.79024725 0.46166388 0.04160003 0.00407853 -0.11648188 0.81681421 0.46166388 1.02208909 0.07041098 0.31059949 -0.04856177 -0.00533186 0.04160003 0.07041098 0.31091361 0.06905739 -0.00018502 0.17243843 0.00407853 0.31059949 0.06905739 0.55045650 0.06985185 0.06641740 -0.11648188 -0.04856177 -0.00018502 0.06985185 0.19591413 *** 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 energy density (per reference volume) = -0.3085180909 Kirchhoff stress -0.18533E-01 -0.40136E-02 -0.37009E-01 -0.40136E-02 0.16000E-01 0.11235E-01 -0.37009E-01 0.11235E-01 -0.25673E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85536023 0.56810825 0.79063767 -0.02556264 0.13202362 0.06392726 0.56810825 0.77233063 0.47127321 0.02282225 0.00558756 -0.12073681 0.79063767 0.47127321 0.99797189 0.06932829 0.27538844 -0.05124669 -0.02556264 0.02282225 0.06932829 0.29216874 0.06668022 0.00086723 0.13202362 0.00558756 0.27538844 0.06668022 0.51246901 0.06866705 0.06392726 -0.12073681 -0.05124669 0.00086723 0.06866705 0.19390384 *** 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 energy density (per reference volume) = -0.3080945130 Kirchhoff stress -0.19759E-01 -0.45274E-02 -0.39650E-01 -0.45274E-02 0.16522E-01 0.10530E-01 -0.39650E-01 0.10530E-01 -0.29126E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86537409 0.58426903 0.79951701 -0.02288575 0.11617875 0.06631048 0.58426903 0.78571048 0.47200299 0.03177856 0.00853040 -0.13517789 0.79951701 0.47200299 1.00360877 0.07738112 0.27800561 -0.05339070 -0.02288575 0.03177856 0.07738112 0.29627852 0.06913684 0.00334396 0.11617875 0.00853040 0.27800561 0.06913684 0.50889211 0.07660971 0.06631048 -0.13517789 -0.05339070 0.00334396 0.07660971 0.18235835 *** 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 energy density (per reference volume) = -0.3076537340 Kirchhoff stress -0.20816E-01 -0.50105E-02 -0.42214E-01 -0.50105E-02 0.17029E-01 0.96654E-02 -0.42214E-01 0.96654E-02 -0.32708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86234182 0.59813720 0.83381547 -0.02367378 0.12482001 0.07312289 0.59813720 0.80618021 0.48505596 0.03797637 0.01124790 -0.13869145 0.83381547 0.48505596 1.07071948 0.08724176 0.31521484 -0.04353342 -0.02367378 0.03797637 0.08724176 0.29774425 0.07601341 0.00558695 0.12482001 0.01124790 0.31521484 0.07601341 0.53029382 0.08637723 0.07312289 -0.13869145 -0.04353342 0.00558695 0.08637723 0.18270457 *** 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 energy density (per reference volume) = -0.3071979979 Kirchhoff stress -0.21756E-01 -0.55532E-02 -0.44702E-01 -0.55532E-02 0.17399E-01 0.86331E-02 -0.44702E-01 0.86331E-02 -0.36424E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85721407 0.60108724 0.84700344 -0.02097523 0.11606692 0.07632579 0.60108724 0.77656259 0.48908217 0.03211816 0.01669345 -0.15081112 0.84700344 0.48908217 1.09305679 0.09816612 0.32807365 -0.04500746 -0.02097523 0.03211816 0.09816612 0.28784508 0.07923376 0.01056050 0.11606692 0.01669345 0.32807365 0.07923376 0.53013978 0.09717713 0.07632579 -0.15081112 -0.04500746 0.01056050 0.09717713 0.17355129 *** 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 energy density (per reference volume) = -0.3067297471 Kirchhoff stress -0.22537E-01 -0.60852E-02 -0.47118E-01 -0.60852E-02 0.17731E-01 0.74345E-02 -0.47118E-01 0.74345E-02 -0.40280E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86201960 0.63164578 0.88291759 -0.00921850 0.12631309 0.08489168 0.63164578 0.84614748 0.50582245 0.06150508 0.02093521 -0.15113488 0.88291759 0.50582245 1.15023447 0.10830078 0.36208761 -0.02964405 -0.00921850 0.06150508 0.10830078 0.30541978 0.08780449 0.01432675 0.12631309 0.02093521 0.36208761 0.08780449 0.55250941 0.10719899 0.08489168 -0.15113488 -0.02964405 0.01432675 0.10719899 0.17690571 *** 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 energy density (per reference volume) = -0.3062511900 Kirchhoff stress -0.23166E-01 -0.66447E-02 -0.49414E-01 -0.66447E-02 0.17944E-01 0.60785E-02 -0.49414E-01 0.60785E-02 -0.44191E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87522178 0.62160761 0.93200632 -0.01597341 0.14260407 0.09354519 0.62160761 0.80909657 0.51230229 0.03202297 0.02600266 -0.16415925 0.93200632 0.51230229 1.23424578 0.12738506 0.41237308 -0.01173089 -0.01597341 0.03202297 0.12738506 0.28218332 0.09641909 0.01895531 0.14260407 0.02600266 0.41237308 0.09641909 0.58784814 0.12614498 0.09354519 -0.16415925 -0.01173089 0.01895531 0.12614498 0.16972960 *** 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 energy density (per reference volume) = -0.3057646477 Kirchhoff stress -0.23621E-01 -0.72040E-02 -0.51603E-01 -0.72040E-02 0.18097E-01 0.45703E-02 -0.51603E-01 0.45703E-02 -0.48157E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85444889 0.64959294 0.91794292 -0.00489739 0.12117588 0.09122665 0.64959294 0.85433854 0.52414620 0.06364856 0.03154727 -0.17100642 0.91794292 0.52414620 1.22969428 0.12618180 0.38591289 -0.01779341 -0.00489739 0.06364856 0.12618180 0.29699243 0.09404157 0.02403765 0.12117588 0.03154727 0.38591289 0.09404157 0.55993802 0.12480923 0.09122665 -0.17100642 -0.01779341 0.02403765 0.12480923 0.16785819 *** 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 energy density (per reference volume) = -0.3052724678 Kirchhoff stress -0.24041E-01 -0.78243E-02 -0.53802E-01 -0.78243E-02 0.18103E-01 0.28611E-02 -0.53802E-01 0.28611E-02 -0.52356E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85924200 0.64206940 0.94545211 -0.01138597 0.12315144 0.09803352 0.64206940 0.82046415 0.53873305 0.03649438 0.03659714 -0.17606615 0.94545211 0.53873305 1.27903353 0.13930212 0.41058419 -0.00588886 -0.01138597 0.03649438 0.13930212 0.27460317 0.10074206 0.02860096 0.12315144 0.03659714 0.41058419 0.10074206 0.57188415 0.13776006 0.09803352 -0.17606615 -0.00588886 0.02860096 0.13776006 0.16695083 *** 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 energy density (per reference volume) = -0.3047771679 Kirchhoff stress -0.24308E-01 -0.84475E-02 -0.55927E-01 -0.84475E-02 0.18067E-01 0.99802E-03 -0.55927E-01 0.99802E-03 -0.56619E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79761656 0.61848262 0.93383220 -0.00570658 0.12775903 0.10459305 0.61848262 0.78698027 0.51649156 0.03750966 0.04117526 -0.18591434 0.93383220 0.51649156 1.28468199 0.15279990 0.43515069 0.00399077 -0.00570658 0.03750966 0.15279990 0.27081648 0.10693737 0.03346636 0.12775903 0.04117526 0.43515069 0.10693737 0.57987581 0.15125675 0.10459305 -0.18591434 0.00399077 0.03346636 0.15125675 0.16424236 *** 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 energy density (per reference volume) = -0.3042810071 Kirchhoff stress -0.24391E-01 -0.91066E-02 -0.57866E-01 -0.91066E-02 0.17876E-01 -0.99739E-03 -0.57866E-01 -0.99739E-03 -0.60825E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79270229 0.59595238 0.95336969 0.00492521 0.15083970 0.12007917 0.59595238 0.77057183 0.50453383 0.03727377 0.04888262 -0.18378568 0.95336969 0.50453383 1.33670037 0.17421300 0.49617290 0.03129978 0.00492521 0.03727377 0.17421300 0.26783796 0.12206729 0.04152672 0.15083970 0.04888262 0.49617290 0.12206729 0.61892341 0.17266480 0.12007917 -0.18378568 0.03129978 0.04152672 0.17266480 0.17163649 *** 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 energy density (per reference volume) = -0.3037861959 Kirchhoff stress -0.24370E-01 -0.97730E-02 -0.59779E-01 -0.97730E-02 0.17630E-01 -0.31656E-02 -0.59779E-01 -0.31656E-02 -0.65156E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69971576 0.56969541 0.89543812 -0.00395173 0.11873511 0.11464236 0.56969541 0.74212118 0.48163806 0.03467109 0.04986138 -0.19093799 0.89543812 0.48163806 1.29068054 0.17247599 0.45422634 0.02760522 -0.00395173 0.03467109 0.17247599 0.26084582 0.11627432 0.04285134 0.11873511 0.04986138 0.45422634 0.11627432 0.58016315 0.17094286 0.11464236 -0.19093799 0.02760522 0.04285134 0.17094286 0.16778003 *** 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 energy density (per reference volume) = -0.3032954286 Kirchhoff stress -0.24263E-01 -0.10485E-01 -0.61636E-01 -0.10485E-01 0.17269E-01 -0.54863E-02 -0.61636E-01 -0.54863E-02 -0.69564E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70511320 0.56219588 0.88720611 0.01384183 0.12637120 0.12187914 0.56219588 0.76090483 0.46437059 0.06728496 0.05752788 -0.19661083 0.88720611 0.46437059 1.29600134 0.18843469 0.47931462 0.04354176 0.01384183 0.06728496 0.18843469 0.27214251 0.12317572 0.05087623 0.12637120 0.05752788 0.47931462 0.12317572 0.59068244 0.18691791 0.12187914 -0.19661083 0.04354176 0.05087623 0.18691791 0.16914162 *** 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 energy density (per reference volume) = -0.3028107295 Kirchhoff stress -0.23934E-01 -0.11166E-01 -0.63253E-01 -0.11166E-01 0.16839E-01 -0.78964E-02 -0.63253E-01 -0.78964E-02 -0.73813E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65673756 0.52667405 0.89634681 0.00399923 0.14755498 0.13736983 0.52667405 0.69231105 0.45513363 0.03542020 0.06451571 -0.19463817 0.89634681 0.45513363 1.36563290 0.20812815 0.52813431 0.07398371 0.00399923 0.03542020 0.20812815 0.25489838 0.13834762 0.05826752 0.14755498 0.06451571 0.52813431 0.13834762 0.61815116 0.20664054 0.13736983 -0.19463817 0.07398371 0.05826752 0.20664054 0.17804037 *** 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 energy density (per reference volume) = -0.3023341788 Kirchhoff stress -0.23555E-01 -0.11880E-01 -0.64879E-01 -0.11880E-01 0.16363E-01 -0.10456E-01 -0.64879E-01 -0.10456E-01 -0.78198E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61633645 0.49979559 0.85277291 -0.00449786 0.12632469 0.13327846 0.49979559 0.65266328 0.43747679 0.02284290 0.06408989 -0.19999600 0.85277291 0.43747679 1.32084342 0.20954316 0.50491217 0.07281224 -0.00449786 0.02284290 0.20954316 0.24567076 0.13396278 0.05822065 0.12632469 0.06408989 0.50491217 0.13396278 0.59224213 0.20808983 0.13327846 -0.19999600 0.07281224 0.05822065 0.20808983 0.17793604 *** 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 energy density (per reference volume) = -0.3018680223 Kirchhoff stress -0.23036E-01 -0.12598E-01 -0.66332E-01 -0.12598E-01 0.15843E-01 -0.13085E-01 -0.66332E-01 -0.13085E-01 -0.82482E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61342429 0.50551723 0.87798829 0.01202546 0.15641748 0.15325921 0.50551723 0.71208873 0.43821938 0.05978378 0.07655474 -0.18829882 0.87798829 0.43821938 1.42267029 0.23736659 0.57595703 0.11564164 0.01202546 0.05978378 0.23736659 0.26837301 0.15368401 0.07108693 0.15641748 0.07655474 0.57595703 0.15368401 0.63451660 0.23596130 0.15325921 -0.18829882 0.11564164 0.07108693 0.23596130 0.19559195 *** 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 energy density (per reference volume) = -0.3014133802 Kirchhoff stress -0.22407E-01 -0.13318E-01 -0.67668E-01 -0.13318E-01 0.15321E-01 -0.15783E-01 -0.67668E-01 -0.15783E-01 -0.86712E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.55624063 0.46323087 0.81984026 -0.01220920 0.12710967 0.14739095 0.46323087 0.63858559 0.42167343 0.01377959 0.07691001 -0.18398789 0.81984026 0.42167343 1.34482046 0.23034056 0.53092721 0.10632535 -0.01220920 0.01377959 0.23034056 0.24226226 0.14756016 0.07182089 0.12710967 0.07691001 0.53092721 0.14756016 0.59264482 0.22897426 0.14739095 -0.18398789 0.10632535 0.07182089 0.22897426 0.19518609 *** 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 energy density (per reference volume) = -0.3009721754 Kirchhoff stress -0.21675E-01 -0.14029E-01 -0.68883E-01 -0.14029E-01 0.14855E-01 -0.18530E-01 -0.68883E-01 -0.18530E-01 -0.90887E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.54901024 0.44884319 0.85577347 -0.00887271 0.16319017 0.16980426 0.44884319 0.63746480 0.42645464 0.00715095 0.09048861 -0.17255502 0.85577347 0.42645464 1.47921953 0.26714111 0.62147110 0.16278213 -0.00887271 0.00715095 0.26714111 0.24331268 0.16976689 0.08578111 0.16319017 0.09048861 0.62147110 0.16976689 0.64412358 0.26582498 0.16980426 -0.17255502 0.16278213 0.08578111 0.26582498 0.21542150 *** 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 energy density (per reference volume) = -0.3005449462 Kirchhoff stress -0.20822E-01 -0.14733E-01 -0.69931E-01 -0.14733E-01 0.14466E-01 -0.21276E-01 -0.69931E-01 -0.21276E-01 -0.94902E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47964250 0.42820448 0.78552537 -0.02328524 0.12363426 0.16031132 0.42820448 0.63824237 0.41106501 -0.00450680 0.08755767 -0.16401323 0.78552537 0.41106501 1.35279726 0.25230361 0.55288279 0.14299678 -0.02328524 -0.00450680 0.25230361 0.23733736 0.16009301 0.08321119 0.12363426 0.08755767 0.55288279 0.16009301 0.58865216 0.25104064 0.16031132 -0.16401323 0.14299678 0.08321119 0.25104064 0.21473311 *** 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 energy density (per reference volume) = -0.3001330702 Kirchhoff stress -0.19875E-01 -0.15441E-01 -0.70836E-01 -0.15441E-01 0.14147E-01 -0.24023E-01 -0.70836E-01 -0.24023E-01 -0.98800E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50950504 0.45716290 0.84015336 -0.01218875 0.15244746 0.18201807 0.45716290 0.72905460 0.44777729 0.01546770 0.10059081 -0.14500308 0.84015336 0.44777729 1.51896620 0.28558343 0.62887889 0.20158067 -0.01218875 0.01546770 0.28558343 0.25491735 0.18158846 0.09603252 0.15244746 0.10059081 0.62887889 0.18158846 0.63121189 0.28420070 0.18201807 -0.14500308 0.20158067 0.09603252 0.28420070 0.23939323 *** 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 energy density (per reference volume) = -0.2997366592 Kirchhoff stress -0.18872E-01 -0.16157E-01 -0.71625E-01 -0.16157E-01 0.13898E-01 -0.26775E-01 -0.71625E-01 -0.26775E-01 -0.10261E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.49622107 0.43870640 0.79610972 -0.03822829 0.12019210 0.17415967 0.43870640 0.68304227 0.45188917 -0.02670097 0.09914035 -0.13559453 0.79610972 0.45188917 1.45008104 0.27393728 0.57224944 0.18964102 -0.03822829 -0.02670097 0.27393728 0.23469354 0.17353616 0.09457513 0.12019210 0.09914035 0.57224944 0.17353616 0.58497748 0.27248911 0.17415967 -0.13559453 0.18964102 0.09457513 0.27248911 0.24131719 *** 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 energy density (per reference volume) = -0.2993569118 Kirchhoff stress -0.17750E-01 -0.16828E-01 -0.72210E-01 -0.16828E-01 0.13750E-01 -0.29470E-01 -0.72210E-01 -0.29470E-01 -0.10616E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.48273052 0.43962830 0.80228823 -0.04357398 0.12397904 0.18263670 0.43962830 0.70367862 0.46912774 -0.03168424 0.10758099 -0.12157704 0.80228823 0.46912774 1.50947985 0.28892894 0.59671895 0.22080388 -0.04357398 -0.03168424 0.28892894 0.23399023 0.18183083 0.10303360 0.12397904 0.10758099 0.59671895 0.18183083 0.58909157 0.28742398 0.18263670 -0.12157704 0.22080388 0.10303360 0.28742398 0.25652101 *** 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 energy density (per reference volume) = -0.2989941859 Kirchhoff stress -0.16676E-01 -0.17540E-01 -0.72796E-01 -0.17540E-01 0.13585E-01 -0.32229E-01 -0.72796E-01 -0.32229E-01 -0.10980E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47910788 0.44042676 0.78422436 -0.05120802 0.10711994 0.18004590 0.44042676 0.69976455 0.47656192 -0.04253920 0.10996105 -0.11380278 0.78422436 0.47656192 1.49164296 0.28817489 0.57614233 0.22363047 -0.05120802 -0.04253920 0.28817489 0.23321863 0.17905118 0.10541419 0.10711994 0.10996105 0.57614233 0.17905118 0.56898454 0.28659987 0.18004590 -0.11380278 0.22363047 0.10541419 0.28659987 0.26200239 *** 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 energy density (per reference volume) = -0.2986493529 Kirchhoff stress -0.15474E-01 -0.18173E-01 -0.73093E-01 -0.18173E-01 0.13413E-01 -0.34887E-01 -0.73093E-01 -0.34887E-01 -0.11305E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47858854 0.43947762 0.78447614 -0.05759193 0.10586491 0.18315840 0.43947762 0.69796583 0.49141558 -0.05040646 0.11624880 -0.10814774 0.78447614 0.49141558 1.50793546 0.29649286 0.58825076 0.24109473 -0.05759193 -0.05040646 0.29649286 0.23079183 0.18197969 0.11171720 0.10586491 0.11624880 0.58825076 0.18197969 0.56729542 0.29486028 0.18315840 -0.10814774 0.24109473 0.11171720 0.29486028 0.27498919 *** 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 energy density (per reference volume) = -0.2983236978 Kirchhoff stress -0.14275E-01 -0.18793E-01 -0.73289E-01 -0.18793E-01 0.13141E-01 -0.37554E-01 -0.73289E-01 -0.37554E-01 -0.11619E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47675103 0.43926230 0.79176378 -0.06314330 0.11250331 0.18873508 0.43926230 0.68787616 0.50805799 -0.05613076 0.12567057 -0.10440680 0.79176378 0.50805799 1.57751969 0.31020927 0.60782133 0.27271612 -0.06314330 -0.05613076 0.31020927 0.22916009 0.18738266 0.12115372 0.11250331 0.12567057 0.60782133 0.18738266 0.57269742 0.30851639 0.18873508 -0.10440680 0.27271612 0.12115372 0.30851639 0.28984034 *** 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 energy density (per reference volume) = -0.2980181805 Kirchhoff stress -0.13153E-01 -0.19433E-01 -0.73492E-01 -0.19433E-01 0.12694E-01 -0.40314E-01 -0.73492E-01 -0.40314E-01 -0.11942E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50180254 0.44263284 0.79370908 -0.06438746 0.10798630 0.19041773 0.44263284 0.67422532 0.52328274 -0.06047075 0.13175049 -0.10141216 0.79370908 0.52328274 1.60900931 0.31488729 0.60998058 0.29410120 -0.06438746 -0.06047075 0.31488729 0.23111328 0.18887760 0.12722963 0.10798630 0.13175049 0.60998058 0.18887760 0.57275058 0.31312383 0.19041773 -0.10141216 0.29410120 0.12722963 0.31312383 0.30328219 *** 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 energy density (per reference volume) = -0.2977343337 Kirchhoff stress -0.11935E-01 -0.19975E-01 -0.73398E-01 -0.19975E-01 0.12116E-01 -0.42964E-01 -0.73398E-01 -0.42964E-01 -0.12221E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50178596 0.44134977 0.78407465 -0.07353498 0.10233604 0.18911162 0.44134977 0.65561319 0.52911724 -0.06365425 0.13907880 -0.10535951 0.78407465 0.52911724 1.60158647 0.31680937 0.60463806 0.30006902 -0.07353498 -0.06365425 0.31680937 0.22843140 0.18738093 0.13456666 0.10233604 0.13907880 0.60463806 0.18738093 0.56128883 0.31497679 0.18911162 -0.10535951 0.30006902 0.13456666 0.31497679 0.30736959 *** 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 energy density (per reference volume) = -0.2974740007 Kirchhoff stress -0.10710E-01 -0.20471E-01 -0.73173E-01 -0.20471E-01 0.11349E-01 -0.45619E-01 -0.73173E-01 -0.45619E-01 -0.12484E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.49714831 0.44202206 0.77783144 -0.07699291 0.09917786 0.19010252 0.44202206 0.64410968 0.54549695 -0.06735439 0.14486119 -0.09778120 0.77783144 0.54549695 1.63542828 0.31851362 0.59893487 0.32236850 -0.07699291 -0.06735439 0.31851362 0.22773500 0.18817115 0.14036887 0.09917786 0.14486119 0.59893487 0.18817115 0.55329962 0.31661681 0.19010252 -0.09778120 0.32236850 0.14036887 0.31661681 0.32203119 *** 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 energy density (per reference volume) = -0.2972388478 Kirchhoff stress -0.94748E-02 -0.20920E-01 -0.72798E-01 -0.20920E-01 0.10389E-01 -0.48265E-01 -0.72798E-01 -0.48265E-01 -0.12729E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.51197213 0.44634565 0.78522033 -0.07289315 0.09058600 0.19429794 0.44634565 0.61904013 0.56382329 -0.06611866 0.15506939 -0.09674842 0.78522033 0.56382329 1.69372771 0.33242560 0.61351213 0.35425774 -0.07289315 -0.06611866 0.33242560 0.23075074 0.19216140 0.15060840 0.09058600 0.15506939 0.61351213 0.19216140 0.55905900 0.33046819 0.19429794 -0.09674842 0.35425774 0.15060840 0.33046819 0.33872229 *** 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 energy density (per reference volume) = -0.2970304909 Kirchhoff stress -0.82716E-02 -0.21355E-01 -0.72346E-01 -0.21355E-01 0.92216E-02 -0.50957E-01 -0.72346E-01 -0.50957E-01 -0.12968E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.53368666 0.45246088 0.81595511 -0.06521764 0.09834435 0.21155896 0.45246088 0.60169087 0.60676129 -0.06586221 0.17519204 -0.08078037 0.81595511 0.60676129 1.83875496 0.36801838 0.67965872 0.43209862 -0.06521764 -0.06586221 0.36801838 0.23562809 0.20920015 0.17076705 0.09834435 0.17519204 0.67965872 0.20920015 0.58827779 0.36600050 0.21155896 -0.08078037 0.43209862 0.17076705 0.36600050 0.38010084 *** 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 energy density (per reference volume) = -0.2968505604 Kirchhoff stress -0.69797E-02 -0.21697E-01 -0.71625E-01 -0.21697E-01 0.79416E-02 -0.53535E-01 -0.71625E-01 -0.53535E-01 -0.13166E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.49015922 0.43698912 0.72674486 -0.08679927 0.04615622 0.17876194 0.43698912 0.57382345 0.57139661 -0.07773394 0.15442597 -0.09984342 0.72674486 0.57139661 1.60410397 0.31039260 0.52825756 0.34388158 -0.08679927 -0.07773394 0.31039260 0.21902372 0.17617394 0.15006306 0.04615622 0.15442597 0.52825756 0.17617394 0.49771553 0.30832017 0.17876194 -0.09984342 0.34388158 0.15006306 0.30832017 0.34330397 *** 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 energy density (per reference volume) = -0.2967008555 Kirchhoff stress -0.55969E-02 -0.21956E-01 -0.70653E-01 -0.21956E-01 0.65685E-02 -0.55998E-01 -0.70653E-01 -0.55998E-01 -0.13325E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50303008 0.44203773 0.73541875 -0.08036518 0.03808198 0.18732398 0.44203773 0.56572035 0.60181276 -0.07463793 0.16817292 -0.08282366 0.73541875 0.60181276 1.67491369 0.33012250 0.54814794 0.39696109 -0.08036518 -0.07463793 0.33012250 0.22309769 0.18450706 0.16389738 0.03808198 0.16817292 0.54814794 0.18450706 0.50526942 0.32800714 0.18732398 -0.08282366 0.39696109 0.16389738 0.32800714 0.37247561 *** 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 energy density (per reference volume) = -0.2965827506 Kirchhoff stress -0.41666E-02 -0.22160E-01 -0.69484E-01 -0.22160E-01 0.51028E-02 -0.58378E-01 -0.69484E-01 -0.58378E-01 -0.13454E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.49615014 0.44122054 0.72054673 -0.08222249 0.01597532 0.18788884 0.44122054 0.54924891 0.61774743 -0.07736841 0.17258139 -0.07497682 0.72054673 0.61774743 1.70322861 0.33280140 0.53628575 0.41632496 -0.08222249 -0.07736841 0.33280140 0.22149412 0.18483828 0.16842239 0.01597532 0.17258139 0.53628575 0.18483828 0.48953323 0.33066094 0.18788884 -0.07497682 0.41632496 0.16842239 0.33066094 0.38736477 *** 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 energy density (per reference volume) = -0.2964974334 Kirchhoff stress -0.26850E-02 -0.22301E-01 -0.68101E-01 -0.22301E-01 0.35697E-02 -0.60637E-01 -0.68101E-01 -0.60637E-01 -0.13548E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.49686680 0.44096001 0.69891650 -0.07875372 -0.00594485 0.18888466 0.44096001 0.53326986 0.63535447 -0.07934307 0.17691984 -0.05658178 0.69891650 0.63535447 1.69599612 0.33414095 0.51502756 0.43575824 -0.07875372 -0.07934307 0.33414095 0.22066078 0.18561421 0.17289959 -0.00594485 0.17691984 0.51502756 0.18561421 0.46731001 0.33197818 0.18888466 -0.05658178 0.43575824 0.17289959 0.33197818 0.40418380 *** 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 energy density (per reference volume) = -0.2964458463 Kirchhoff stress -0.11424E-02 -0.22381E-01 -0.66511E-01 -0.22381E-01 0.20034E-02 -0.62758E-01 -0.66511E-01 -0.62758E-01 -0.13604E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50155462 0.43971587 0.68608976 -0.08835706 -0.01822829 0.18275071 0.43971587 0.53164848 0.65320829 -0.08093335 0.17955852 -0.04983187 0.68608976 0.65320829 1.70167859 0.33139095 0.49652270 0.45252755 -0.08835706 -0.08093335 0.33139095 0.21906397 0.17926899 0.17570096 -0.01822829 0.17955852 0.49652270 0.17926899 0.45416162 0.32921546 0.18275071 -0.04983187 0.45252755 0.17570096 0.32921546 0.42150132 *** 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 energy density (per reference volume) = -0.2964285857 Kirchhoff stress 0.42543E-03 -0.22407E-01 -0.64724E-01 -0.22407E-01 0.42543E-03 -0.64724E-01 -0.64724E-01 -0.64724E-01 -0.13623E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52150833 0.44156754 0.66913059 -0.08212968 -0.03387292 0.18212529 0.44156754 0.52150833 0.66913059 -0.08212968 0.18212529 -0.03387292 0.66913059 0.66913059 1.70453899 0.33175768 0.47308492 0.47308492 -0.08212968 -0.08212968 0.33175768 0.22079117 0.17844687 0.17844687 -0.03387292 0.18212529 0.47308492 0.17844687 0.43716346 0.32957664 0.18212529 -0.03387292 0.47308492 0.17844687 0.32957664 0.43716346 *** 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 energy density (per reference volume) = -0.2964458463 Kirchhoff stress 0.20034E-02 -0.22381E-01 -0.62758E-01 -0.22381E-01 -0.11424E-02 -0.66511E-01 -0.62758E-01 -0.66511E-01 -0.13604E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.53164848 0.43971587 0.65320829 -0.08093335 -0.04983187 0.17955852 0.43971587 0.50155462 0.68608976 -0.08835706 0.18275071 -0.01822829 0.65320829 0.68608976 1.70167859 0.33139095 0.45252755 0.49652270 -0.08093335 -0.08835706 0.33139095 0.21906397 0.17570096 0.17926899 -0.04983187 0.18275071 0.45252755 0.17570096 0.42150132 0.32921546 0.17955852 -0.01822829 0.49652270 0.17926899 0.32921546 0.45416162 *** 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 energy density (per reference volume) = -0.2964974334 Kirchhoff stress 0.35697E-02 -0.22301E-01 -0.60637E-01 -0.22301E-01 -0.26850E-02 -0.68101E-01 -0.60637E-01 -0.68101E-01 -0.13548E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.53326986 0.44096001 0.63535447 -0.07934307 -0.05658178 0.17691984 0.44096001 0.49686680 0.69891650 -0.07875372 0.18888466 -0.00594485 0.63535447 0.69891650 1.69599612 0.33414095 0.43575824 0.51502756 -0.07934307 -0.07875372 0.33414095 0.22066078 0.17289959 0.18561421 -0.05658178 0.18888466 0.43575824 0.17289959 0.40418380 0.33197818 0.17691984 -0.00594485 0.51502756 0.18561421 0.33197818 0.46731001 *** 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 energy density (per reference volume) = -0.2965827506 Kirchhoff stress 0.51028E-02 -0.22160E-01 -0.58378E-01 -0.22160E-01 -0.41666E-02 -0.69484E-01 -0.58378E-01 -0.69484E-01 -0.13454E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.54924891 0.44122054 0.61774743 -0.07736841 -0.07497682 0.17258139 0.44122054 0.49615014 0.72054673 -0.08222249 0.18788884 0.01597532 0.61774743 0.72054673 1.70322861 0.33280140 0.41632496 0.53628575 -0.07736841 -0.08222249 0.33280140 0.22149412 0.16842239 0.18483828 -0.07497682 0.18788884 0.41632496 0.16842239 0.38736477 0.33066094 0.17258139 0.01597532 0.53628575 0.18483828 0.33066094 0.48953323 *** 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 energy density (per reference volume) = -0.2967008555 Kirchhoff stress 0.65685E-02 -0.21956E-01 -0.55998E-01 -0.21956E-01 -0.55969E-02 -0.70653E-01 -0.55998E-01 -0.70653E-01 -0.13325E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.56572035 0.44203773 0.60181276 -0.07463793 -0.08282366 0.16817292 0.44203773 0.50303008 0.73541875 -0.08036518 0.18732398 0.03808198 0.60181276 0.73541875 1.67491369 0.33012250 0.39696109 0.54814794 -0.07463793 -0.08036518 0.33012250 0.22309769 0.16389738 0.18450706 -0.08282366 0.18732398 0.39696109 0.16389738 0.37247561 0.32800714 0.16817292 0.03808198 0.54814794 0.18450706 0.32800714 0.50526942 *** 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 energy density (per reference volume) = -0.2968505604 Kirchhoff stress 0.79416E-02 -0.21697E-01 -0.53535E-01 -0.21697E-01 -0.69797E-02 -0.71625E-01 -0.53535E-01 -0.71625E-01 -0.13166E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57382345 0.43698912 0.57139661 -0.07773394 -0.09984342 0.15442597 0.43698912 0.49015922 0.72674486 -0.08679927 0.17876194 0.04615622 0.57139661 0.72674486 1.60410397 0.31039260 0.34388158 0.52825756 -0.07773394 -0.08679927 0.31039260 0.21902372 0.15006306 0.17617394 -0.09984342 0.17876194 0.34388158 0.15006306 0.34330397 0.30832017 0.15442597 0.04615622 0.52825756 0.17617394 0.30832017 0.49771553 *** 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 energy density (per reference volume) = -0.2970304909 Kirchhoff stress 0.92216E-02 -0.21355E-01 -0.50957E-01 -0.21355E-01 -0.82716E-02 -0.72346E-01 -0.50957E-01 -0.72346E-01 -0.12968E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.60169087 0.45246088 0.60676129 -0.06586221 -0.08078037 0.17519204 0.45246088 0.53368666 0.81595511 -0.06521764 0.21155896 0.09834435 0.60676129 0.81595511 1.83875496 0.36801838 0.43209862 0.67965872 -0.06586221 -0.06521764 0.36801838 0.23562809 0.17076705 0.20920015 -0.08078037 0.21155896 0.43209862 0.17076705 0.38010084 0.36600050 0.17519204 0.09834435 0.67965872 0.20920015 0.36600050 0.58827779 *** 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 energy density (per reference volume) = -0.2972388478 Kirchhoff stress 0.10389E-01 -0.20920E-01 -0.48265E-01 -0.20920E-01 -0.94748E-02 -0.72798E-01 -0.48265E-01 -0.72798E-01 -0.12729E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61904013 0.44634565 0.56382329 -0.06611866 -0.09674842 0.15506939 0.44634565 0.51197213 0.78522033 -0.07289315 0.19429794 0.09058600 0.56382329 0.78522033 1.69372771 0.33242560 0.35425774 0.61351213 -0.06611866 -0.07289315 0.33242560 0.23075074 0.15060840 0.19216140 -0.09674842 0.19429794 0.35425774 0.15060840 0.33872229 0.33046819 0.15506939 0.09058600 0.61351213 0.19216140 0.33046819 0.55905900 *** 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 energy density (per reference volume) = -0.2974740007 Kirchhoff stress 0.11349E-01 -0.20471E-01 -0.45619E-01 -0.20471E-01 -0.10710E-01 -0.73173E-01 -0.45619E-01 -0.73173E-01 -0.12484E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.64410968 0.44202206 0.54549695 -0.06735439 -0.09778120 0.14486119 0.44202206 0.49714831 0.77783144 -0.07699291 0.19010252 0.09917786 0.54549695 0.77783144 1.63542828 0.31851362 0.32236850 0.59893487 -0.06735439 -0.07699291 0.31851362 0.22773500 0.14036887 0.18817115 -0.09778120 0.19010252 0.32236850 0.14036887 0.32203119 0.31661681 0.14486119 0.09917786 0.59893487 0.18817115 0.31661681 0.55329962 *** 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 energy density (per reference volume) = -0.2977343337 Kirchhoff stress 0.12116E-01 -0.19975E-01 -0.42964E-01 -0.19975E-01 -0.11935E-01 -0.73398E-01 -0.42964E-01 -0.73398E-01 -0.12221E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65561319 0.44134977 0.52911724 -0.06365425 -0.10535951 0.13907880 0.44134977 0.50178596 0.78407465 -0.07353498 0.18911162 0.10233604 0.52911724 0.78407465 1.60158647 0.31680937 0.30006902 0.60463806 -0.06365425 -0.07353498 0.31680937 0.22843140 0.13456666 0.18738093 -0.10535951 0.18911162 0.30006902 0.13456666 0.30736959 0.31497679 0.13907880 0.10233604 0.60463806 0.18738093 0.31497679 0.56128883 *** 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 energy density (per reference volume) = -0.2980181805 Kirchhoff stress 0.12694E-01 -0.19433E-01 -0.40314E-01 -0.19433E-01 -0.13153E-01 -0.73492E-01 -0.40314E-01 -0.73492E-01 -0.11942E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67422532 0.44263284 0.52328274 -0.06047075 -0.10141216 0.13175049 0.44263284 0.50180254 0.79370908 -0.06438746 0.19041773 0.10798630 0.52328274 0.79370908 1.60900931 0.31488729 0.29410120 0.60998058 -0.06047075 -0.06438746 0.31488729 0.23111328 0.12722963 0.18887760 -0.10141216 0.19041773 0.29410120 0.12722963 0.30328219 0.31312383 0.13175049 0.10798630 0.60998058 0.18887760 0.31312383 0.57275058 *** 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 energy density (per reference volume) = -0.2983236978 Kirchhoff stress 0.13141E-01 -0.18793E-01 -0.37554E-01 -0.18793E-01 -0.14275E-01 -0.73289E-01 -0.37554E-01 -0.73289E-01 -0.11619E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68787616 0.43926230 0.50805799 -0.05613076 -0.10440680 0.12567057 0.43926230 0.47675103 0.79176378 -0.06314330 0.18873508 0.11250331 0.50805799 0.79176378 1.57751969 0.31020927 0.27271612 0.60782133 -0.05613076 -0.06314330 0.31020927 0.22916009 0.12115372 0.18738266 -0.10440680 0.18873508 0.27271612 0.12115372 0.28984034 0.30851639 0.12567057 0.11250331 0.60782133 0.18738266 0.30851639 0.57269742 *** 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 energy density (per reference volume) = -0.2986493529 Kirchhoff stress 0.13413E-01 -0.18173E-01 -0.34887E-01 -0.18173E-01 -0.15474E-01 -0.73093E-01 -0.34887E-01 -0.73093E-01 -0.11305E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69796583 0.43947762 0.49141558 -0.05040646 -0.10814774 0.11624880 0.43947762 0.47858854 0.78447614 -0.05759193 0.18315840 0.10586491 0.49141558 0.78447614 1.50793546 0.29649286 0.24109473 0.58825076 -0.05040646 -0.05759193 0.29649286 0.23079183 0.11171720 0.18197969 -0.10814774 0.18315840 0.24109473 0.11171720 0.27498919 0.29486028 0.11624880 0.10586491 0.58825076 0.18197969 0.29486028 0.56729542 *** 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 energy density (per reference volume) = -0.2989941859 Kirchhoff stress 0.13585E-01 -0.17540E-01 -0.32229E-01 -0.17540E-01 -0.16676E-01 -0.72796E-01 -0.32229E-01 -0.72796E-01 -0.10980E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69976455 0.44042676 0.47656192 -0.04253920 -0.11380278 0.10996105 0.44042676 0.47910788 0.78422436 -0.05120802 0.18004590 0.10711994 0.47656192 0.78422436 1.49164296 0.28817489 0.22363047 0.57614233 -0.04253920 -0.05120802 0.28817489 0.23321863 0.10541419 0.17905118 -0.11380278 0.18004590 0.22363047 0.10541419 0.26200239 0.28659987 0.10996105 0.10711994 0.57614233 0.17905118 0.28659987 0.56898454 *** 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 energy density (per reference volume) = -0.2993569118 Kirchhoff stress 0.13750E-01 -0.16828E-01 -0.29470E-01 -0.16828E-01 -0.17750E-01 -0.72210E-01 -0.29470E-01 -0.72210E-01 -0.10616E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70367862 0.43962830 0.46912774 -0.03168424 -0.12157704 0.10758099 0.43962830 0.48273052 0.80228823 -0.04357398 0.18263670 0.12397904 0.46912774 0.80228823 1.50947985 0.28892894 0.22080388 0.59671895 -0.03168424 -0.04357398 0.28892894 0.23399023 0.10303360 0.18183083 -0.12157704 0.18263670 0.22080388 0.10303360 0.25652101 0.28742398 0.10758099 0.12397904 0.59671895 0.18183083 0.28742398 0.58909157 *** 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 energy density (per reference volume) = -0.2997366592 Kirchhoff stress 0.13898E-01 -0.16157E-01 -0.26775E-01 -0.16157E-01 -0.18872E-01 -0.71625E-01 -0.26775E-01 -0.71625E-01 -0.10261E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68304227 0.43870640 0.45188917 -0.02670097 -0.13559453 0.09914035 0.43870640 0.49622107 0.79610972 -0.03822829 0.17415967 0.12019210 0.45188917 0.79610972 1.45008104 0.27393728 0.18964102 0.57224944 -0.02670097 -0.03822829 0.27393728 0.23469354 0.09457513 0.17353616 -0.13559453 0.17415967 0.18964102 0.09457513 0.24131719 0.27248911 0.09914035 0.12019210 0.57224944 0.17353616 0.27248911 0.58497748 *** 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 energy density (per reference volume) = -0.3001330702 Kirchhoff stress 0.14147E-01 -0.15441E-01 -0.24023E-01 -0.15441E-01 -0.19875E-01 -0.70836E-01 -0.24023E-01 -0.70836E-01 -0.98800E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72905460 0.45716290 0.44777729 0.01546770 -0.14500308 0.10059081 0.45716290 0.50950504 0.84015336 -0.01218875 0.18201807 0.15244746 0.44777729 0.84015336 1.51896620 0.28558343 0.20158067 0.62887889 0.01546770 -0.01218875 0.28558343 0.25491735 0.09603252 0.18158846 -0.14500308 0.18201807 0.20158067 0.09603252 0.23939323 0.28420070 0.10059081 0.15244746 0.62887889 0.18158846 0.28420070 0.63121189 *** 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 energy density (per reference volume) = -0.3005449462 Kirchhoff stress 0.14466E-01 -0.14733E-01 -0.21276E-01 -0.14733E-01 -0.20822E-01 -0.69931E-01 -0.21276E-01 -0.69931E-01 -0.94902E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.63824237 0.42820448 0.41106501 -0.00450680 -0.16401323 0.08755767 0.42820448 0.47964250 0.78552537 -0.02328524 0.16031132 0.12363426 0.41106501 0.78552537 1.35279726 0.25230361 0.14299678 0.55288279 -0.00450680 -0.02328524 0.25230361 0.23733736 0.08321119 0.16009301 -0.16401323 0.16031132 0.14299678 0.08321119 0.21473311 0.25104064 0.08755767 0.12363426 0.55288279 0.16009301 0.25104064 0.58865216 *** 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 energy density (per reference volume) = -0.3009721754 Kirchhoff stress 0.14855E-01 -0.14029E-01 -0.18530E-01 -0.14029E-01 -0.21675E-01 -0.68883E-01 -0.18530E-01 -0.68883E-01 -0.90887E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.63746480 0.44884319 0.42645464 0.00715095 -0.17255502 0.09048861 0.44884319 0.54901024 0.85577347 -0.00887271 0.16980426 0.16319017 0.42645464 0.85577347 1.47921953 0.26714111 0.16278213 0.62147110 0.00715095 -0.00887271 0.26714111 0.24331268 0.08578111 0.16976689 -0.17255502 0.16980426 0.16278213 0.08578111 0.21542150 0.26582498 0.09048861 0.16319017 0.62147110 0.16976689 0.26582498 0.64412358 *** 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 energy density (per reference volume) = -0.3014133802 Kirchhoff stress 0.15321E-01 -0.13318E-01 -0.15783E-01 -0.13318E-01 -0.22407E-01 -0.67668E-01 -0.15783E-01 -0.67668E-01 -0.86712E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.63858559 0.46323087 0.42167343 0.01377959 -0.18398789 0.07691001 0.46323087 0.55624063 0.81984026 -0.01220920 0.14739095 0.12710967 0.42167343 0.81984026 1.34482046 0.23034056 0.10632535 0.53092721 0.01377959 -0.01220920 0.23034056 0.24226226 0.07182089 0.14756016 -0.18398789 0.14739095 0.10632535 0.07182089 0.19518609 0.22897426 0.07691001 0.12710967 0.53092721 0.14756016 0.22897426 0.59264482 *** 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 energy density (per reference volume) = -0.3018680223 Kirchhoff stress 0.15843E-01 -0.12598E-01 -0.13085E-01 -0.12598E-01 -0.23036E-01 -0.66332E-01 -0.13085E-01 -0.66332E-01 -0.82482E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71208873 0.50551723 0.43821938 0.05978378 -0.18829882 0.07655474 0.50551723 0.61342429 0.87798829 0.01202546 0.15325921 0.15641748 0.43821938 0.87798829 1.42267029 0.23736659 0.11564164 0.57595703 0.05978378 0.01202546 0.23736659 0.26837301 0.07108693 0.15368401 -0.18829882 0.15325921 0.11564164 0.07108693 0.19559195 0.23596130 0.07655474 0.15641748 0.57595703 0.15368401 0.23596130 0.63451660 *** 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 energy density (per reference volume) = -0.3023341788 Kirchhoff stress 0.16363E-01 -0.11880E-01 -0.10456E-01 -0.11880E-01 -0.23555E-01 -0.64879E-01 -0.10456E-01 -0.64879E-01 -0.78198E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65266328 0.49979559 0.43747679 0.02284290 -0.19999600 0.06408989 0.49979559 0.61633645 0.85277291 -0.00449786 0.13327846 0.12632469 0.43747679 0.85277291 1.32084342 0.20954316 0.07281224 0.50491217 0.02284290 -0.00449786 0.20954316 0.24567076 0.05822065 0.13396278 -0.19999600 0.13327846 0.07281224 0.05822065 0.17793604 0.20808983 0.06408989 0.12632469 0.50491217 0.13396278 0.20808983 0.59224213 *** 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 energy density (per reference volume) = -0.3028107295 Kirchhoff stress 0.16839E-01 -0.11166E-01 -0.78964E-02 -0.11166E-01 -0.23934E-01 -0.63253E-01 -0.78964E-02 -0.63253E-01 -0.73813E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69231105 0.52667405 0.45513363 0.03542020 -0.19463817 0.06451571 0.52667405 0.65673756 0.89634681 0.00399923 0.13736983 0.14755498 0.45513363 0.89634681 1.36563290 0.20812815 0.07398371 0.52813431 0.03542020 0.00399923 0.20812815 0.25489838 0.05826752 0.13834762 -0.19463817 0.13736983 0.07398371 0.05826752 0.17804037 0.20664054 0.06451571 0.14755498 0.52813431 0.13834762 0.20664054 0.61815116 *** 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 energy density (per reference volume) = -0.3032954286 Kirchhoff stress 0.17269E-01 -0.10485E-01 -0.54863E-02 -0.10485E-01 -0.24263E-01 -0.61636E-01 -0.54863E-02 -0.61636E-01 -0.69564E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76090483 0.56219588 0.46437059 0.06728496 -0.19661083 0.05752788 0.56219588 0.70511320 0.88720611 0.01384183 0.12187914 0.12637120 0.46437059 0.88720611 1.29600134 0.18843469 0.04354176 0.47931462 0.06728496 0.01384183 0.18843469 0.27214251 0.05087623 0.12317572 -0.19661083 0.12187914 0.04354176 0.05087623 0.16914162 0.18691791 0.05752788 0.12637120 0.47931462 0.12317572 0.18691791 0.59068244 *** 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 energy density (per reference volume) = -0.3037861959 Kirchhoff stress 0.17630E-01 -0.97730E-02 -0.31656E-02 -0.97730E-02 -0.24370E-01 -0.59779E-01 -0.31656E-02 -0.59779E-01 -0.65156E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74212118 0.56969541 0.48163806 0.03467109 -0.19093799 0.04986138 0.56969541 0.69971576 0.89543812 -0.00395173 0.11464236 0.11873511 0.48163806 0.89543812 1.29068054 0.17247599 0.02760522 0.45422634 0.03467109 -0.00395173 0.17247599 0.26084582 0.04285134 0.11627432 -0.19093799 0.11464236 0.02760522 0.04285134 0.16778003 0.17094286 0.04986138 0.11873511 0.45422634 0.11627432 0.17094286 0.58016315 *** 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 energy density (per reference volume) = -0.3042810071 Kirchhoff stress 0.17876E-01 -0.91066E-02 -0.99739E-03 -0.91066E-02 -0.24391E-01 -0.57866E-01 -0.99739E-03 -0.57866E-01 -0.60825E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77057183 0.59595238 0.50453383 0.03727377 -0.18378568 0.04888262 0.59595238 0.79270229 0.95336969 0.00492521 0.12007917 0.15083970 0.50453383 0.95336969 1.33670037 0.17421300 0.03129978 0.49617290 0.03727377 0.00492521 0.17421300 0.26783796 0.04152672 0.12206729 -0.18378568 0.12007917 0.03129978 0.04152672 0.17163649 0.17266480 0.04888262 0.15083970 0.49617290 0.12206729 0.17266480 0.61892341 *** 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 energy density (per reference volume) = -0.3047771679 Kirchhoff stress 0.18067E-01 -0.84475E-02 0.99802E-03 -0.84475E-02 -0.24308E-01 -0.55927E-01 0.99802E-03 -0.55927E-01 -0.56619E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78698027 0.61848262 0.51649156 0.03750966 -0.18591434 0.04117526 0.61848262 0.79761656 0.93383220 -0.00570658 0.10459305 0.12775903 0.51649156 0.93383220 1.28468199 0.15279990 0.00399077 0.43515069 0.03750966 -0.00570658 0.15279990 0.27081648 0.03346636 0.10693737 -0.18591434 0.10459305 0.00399077 0.03346636 0.16424236 0.15125675 0.04117526 0.12775903 0.43515069 0.10693737 0.15125675 0.57987581 *** 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 energy density (per reference volume) = -0.3052724678 Kirchhoff stress 0.18103E-01 -0.78243E-02 0.28611E-02 -0.78243E-02 -0.24041E-01 -0.53802E-01 0.28611E-02 -0.53802E-01 -0.52356E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82046415 0.64206940 0.53873305 0.03649438 -0.17606615 0.03659714 0.64206940 0.85924200 0.94545211 -0.01138597 0.09803352 0.12315144 0.53873305 0.94545211 1.27903353 0.13930212 -0.00588886 0.41058419 0.03649438 -0.01138597 0.13930212 0.27460317 0.02860096 0.10074206 -0.17606615 0.09803352 -0.00588886 0.02860096 0.16695083 0.13776006 0.03659714 0.12315144 0.41058419 0.10074206 0.13776006 0.57188415 *** 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 energy density (per reference volume) = -0.3057646477 Kirchhoff stress 0.18097E-01 -0.72040E-02 0.45703E-02 -0.72040E-02 -0.23621E-01 -0.51603E-01 0.45703E-02 -0.51603E-01 -0.48157E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85433854 0.64959294 0.52414620 0.06364856 -0.17100642 0.03154727 0.64959294 0.85444889 0.91794292 -0.00489739 0.09122665 0.12117588 0.52414620 0.91794292 1.22969428 0.12618180 -0.01779341 0.38591289 0.06364856 -0.00489739 0.12618180 0.29699243 0.02403765 0.09404157 -0.17100642 0.09122665 -0.01779341 0.02403765 0.16785819 0.12480923 0.03154727 0.12117588 0.38591289 0.09404157 0.12480923 0.55993802 *** 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 energy density (per reference volume) = -0.3062511900 Kirchhoff stress 0.17944E-01 -0.66447E-02 0.60785E-02 -0.66447E-02 -0.23166E-01 -0.49414E-01 0.60785E-02 -0.49414E-01 -0.44191E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80909657 0.62160761 0.51230229 0.03202297 -0.16415925 0.02600266 0.62160761 0.87522178 0.93200632 -0.01597341 0.09354519 0.14260407 0.51230229 0.93200632 1.23424578 0.12738506 -0.01173089 0.41237308 0.03202297 -0.01597341 0.12738506 0.28218332 0.01895531 0.09641909 -0.16415925 0.09354519 -0.01173089 0.01895531 0.16972960 0.12614498 0.02600266 0.14260407 0.41237308 0.09641909 0.12614498 0.58784814 *** 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 energy density (per reference volume) = -0.3067297471 Kirchhoff stress 0.17731E-01 -0.60852E-02 0.74345E-02 -0.60852E-02 -0.22537E-01 -0.47118E-01 0.74345E-02 -0.47118E-01 -0.40280E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84614748 0.63164578 0.50582245 0.06150508 -0.15113488 0.02093521 0.63164578 0.86201960 0.88291759 -0.00921850 0.08489168 0.12631309 0.50582245 0.88291759 1.15023447 0.10830078 -0.02964405 0.36208761 0.06150508 -0.00921850 0.10830078 0.30541978 0.01432675 0.08780449 -0.15113488 0.08489168 -0.02964405 0.01432675 0.17690571 0.10719899 0.02093521 0.12631309 0.36208761 0.08780449 0.10719899 0.55250941 *** 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 energy density (per reference volume) = -0.3071979979 Kirchhoff stress 0.17399E-01 -0.55532E-02 0.86331E-02 -0.55532E-02 -0.21756E-01 -0.44702E-01 0.86331E-02 -0.44702E-01 -0.36424E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77656259 0.60108724 0.48908217 0.03211816 -0.15081112 0.01669345 0.60108724 0.85721407 0.84700344 -0.02097523 0.07632579 0.11606692 0.48908217 0.84700344 1.09305679 0.09816612 -0.04500746 0.32807365 0.03211816 -0.02097523 0.09816612 0.28784508 0.01056050 0.07923376 -0.15081112 0.07632579 -0.04500746 0.01056050 0.17355129 0.09717713 0.01669345 0.11606692 0.32807365 0.07923376 0.09717713 0.53013978 *** 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 energy density (per reference volume) = -0.3076537340 Kirchhoff stress 0.17029E-01 -0.50105E-02 0.96654E-02 -0.50105E-02 -0.20816E-01 -0.42214E-01 0.96654E-02 -0.42214E-01 -0.32708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80618021 0.59813720 0.48505596 0.03797637 -0.13869145 0.01124790 0.59813720 0.86234182 0.83381547 -0.02367378 0.07312289 0.12482001 0.48505596 0.83381547 1.07071948 0.08724176 -0.04353342 0.31521484 0.03797637 -0.02367378 0.08724176 0.29774425 0.00558695 0.07601341 -0.13869145 0.07312289 -0.04353342 0.00558695 0.18270457 0.08637723 0.01124790 0.12482001 0.31521484 0.07601341 0.08637723 0.53029382 *** 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 energy density (per reference volume) = -0.3080945130 Kirchhoff stress 0.16522E-01 -0.45274E-02 0.10530E-01 -0.45274E-02 -0.19759E-01 -0.39650E-01 0.10530E-01 -0.39650E-01 -0.29126E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78571048 0.58426903 0.47200299 0.03177856 -0.13517789 0.00853040 0.58426903 0.86537409 0.79951701 -0.02288575 0.06631048 0.11617875 0.47200299 0.79951701 1.00360877 0.07738112 -0.05339070 0.27800561 0.03177856 -0.02288575 0.07738112 0.29627852 0.00334396 0.06913684 -0.13517789 0.06631048 -0.05339070 0.00334396 0.18235835 0.07660971 0.00853040 0.11617875 0.27800561 0.06913684 0.07660971 0.50889211 *** 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 energy density (per reference volume) = -0.3085180909 Kirchhoff stress 0.16000E-01 -0.40136E-02 0.11235E-01 -0.40136E-02 -0.18533E-01 -0.37009E-01 0.11235E-01 -0.37009E-01 -0.25673E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77233063 0.56810825 0.47127321 0.02282225 -0.12073681 0.00558756 0.56810825 0.85536023 0.79063767 -0.02556264 0.06392726 0.13202362 0.47127321 0.79063767 0.99797189 0.06932829 -0.05124669 0.27538844 0.02282225 -0.02556264 0.06932829 0.29216874 0.00086723 0.06668022 -0.12073681 0.06392726 -0.05124669 0.00086723 0.19390384 0.06866705 0.00558756 0.13202362 0.27538844 0.06668022 0.06866705 0.51246901 *** 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 energy density (per reference volume) = -0.3089222634 Kirchhoff stress 0.15362E-01 -0.35471E-02 0.11759E-01 -0.35471E-02 -0.17226E-01 -0.34341E-01 0.11759E-01 -0.34341E-01 -0.22423E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79024725 0.57540984 0.46166388 0.04160003 -0.11648188 0.00407853 0.57540984 0.90280146 0.81681421 -0.00533186 0.06641740 0.17243843 0.46166388 0.81681421 1.02208909 0.07041098 -0.04856177 0.31059949 0.04160003 -0.00533186 0.07041098 0.31091361 -0.00018502 0.06905739 -0.11648188 0.06641740 -0.04856177 -0.00018502 0.19591413 0.06985185 0.00407853 0.17243843 0.31059949 0.06905739 0.06985185 0.55045650 *** 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 energy density (per reference volume) = -0.3093049032 Kirchhoff stress 0.14664E-01 -0.30905E-02 0.12106E-01 -0.30905E-02 -0.15846E-01 -0.31652E-01 0.12106E-01 -0.31652E-01 -0.19375E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75972555 0.55010520 0.46156175 0.01731419 -0.10365005 0.00025902 0.55010520 0.90417142 0.81821640 -0.01525394 0.06291175 0.19571712 0.46156175 0.81821640 1.02208517 0.06303371 -0.04408995 0.31694163 0.01731419 -0.01525394 0.06303371 0.29639107 -0.00356460 0.06543671 -0.10365005 0.06291175 -0.04408995 -0.00356460 0.20674215 0.06255219 0.00025902 0.19571712 0.31694163 0.06543671 0.06255219 0.56299725 *** 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 energy density (per reference volume) = -0.3096642197 Kirchhoff stress 0.13889E-01 -0.26379E-02 0.12261E-01 -0.26379E-02 -0.14384E-01 -0.28930E-01 0.12261E-01 -0.28930E-01 -0.16519E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74263701 0.53894338 0.45431829 0.01369357 -0.09813063 -0.00201565 0.53894338 0.86690665 0.77687068 -0.01845734 0.05561277 0.17753391 0.45431829 0.77687068 0.94743362 0.05465880 -0.04681139 0.27259980 0.01369357 -0.01845734 0.05465880 0.29523467 -0.00541281 0.05797852 -0.09813063 0.05561277 -0.04681139 -0.00541281 0.20959636 0.05426333 -0.00201565 0.17753391 0.27259980 0.05797852 0.05426333 0.53195466 *** 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 energy density (per reference volume) = -0.3099986942 Kirchhoff stress 0.13003E-01 -0.22386E-02 0.12237E-01 -0.22386E-02 -0.12938E-01 -0.26204E-01 0.12237E-01 -0.26204E-01 -0.13851E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75555240 0.54716249 0.45466404 0.03264462 -0.08412965 -0.00333987 0.54716249 0.85589368 0.74427497 -0.00557035 0.04900662 0.16447429 0.45466404 0.74427497 0.91569519 0.04364695 -0.04896476 0.24389219 0.03264462 -0.00557035 0.04364695 0.31260450 -0.00633487 0.05121599 -0.08412965 0.04900662 -0.04896476 -0.00633487 0.21917752 0.04332913 -0.00333987 0.16447429 0.24389219 0.05121599 0.04332913 0.50876323 *** 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 energy density (per reference volume) = -0.3103070064 Kirchhoff stress 0.12015E-01 -0.18658E-02 0.11999E-01 -0.18658E-02 -0.11517E-01 -0.23500E-01 0.11999E-01 -0.23500E-01 -0.11431E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75490477 0.55191115 0.48306314 0.01082288 -0.08051173 -0.00472876 0.55191115 0.86053589 0.75227892 -0.01949280 0.04148829 0.15368182 0.48306314 0.75227892 0.91911725 0.03633650 -0.05118302 0.21944325 0.01082288 -0.01949280 0.03633650 0.29401874 -0.00770606 0.04379255 -0.08051173 0.04148829 -0.05118302 -0.00770606 0.22417016 0.03603559 -0.00472876 0.15368182 0.21944325 0.04379255 0.03603559 0.49358244 *** 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 energy density (per reference volume) = -0.3105883544 Kirchhoff stress 0.11003E-01 -0.15081E-02 0.11586E-01 -0.15081E-02 -0.10131E-01 -0.20850E-01 0.11586E-01 -0.20850E-01 -0.92404E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77929322 0.55583657 0.49583537 0.01450885 -0.06326338 -0.00634060 0.55583657 0.85130210 0.74314656 -0.01472411 0.03814783 0.15204260 0.49583537 0.74314656 0.91321522 0.03146598 -0.04149791 0.20967492 0.01450885 -0.01472411 0.03146598 0.29954775 -0.00898661 0.04029811 -0.06326338 0.03814783 -0.04149791 -0.00898661 0.23859492 0.03123043 -0.00634060 0.15204260 0.20967492 0.04029811 0.03123043 0.48626735 *** 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 energy density (per reference volume) = -0.3108422087 Kirchhoff stress 0.99036E-02 -0.11823E-02 0.10970E-01 -0.11823E-02 -0.88379E-02 -0.18270E-01 0.10970E-01 -0.18270E-01 -0.73112E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80759622 0.55744835 0.52593760 0.01302545 -0.03016617 -0.00937345 0.55744835 0.83480689 0.74083525 -0.01202830 0.03402849 0.14915170 0.52593760 0.74083525 0.93222634 0.02531913 -0.01665912 0.20054159 0.01302545 -0.01202830 0.02531913 0.30250237 -0.01169379 0.03599553 -0.03016617 0.03402849 -0.01665912 -0.01169379 0.27008628 0.02513906 -0.00937345 0.14915170 0.20054159 0.03599553 0.02513906 0.48549109 *** 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 energy density (per reference volume) = -0.3110681942 Kirchhoff stress 0.87355E-02 -0.92576E-03 0.10192E-01 -0.92576E-03 -0.76643E-02 -0.15785E-01 0.10192E-01 -0.15785E-01 -0.56305E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80616194 0.57170008 0.51513461 0.02959423 -0.04060836 -0.00829956 0.57170008 0.80146216 0.69505056 -0.00167415 0.02573346 0.10992024 0.51513461 0.69505056 0.86723053 0.01835218 -0.03370970 0.15034860 0.02959423 -0.00167415 0.01835218 0.31786176 -0.01030966 0.02749494 -0.04060836 0.02573346 -0.03370970 -0.01030966 0.26043699 0.01822367 -0.00829956 0.10992024 0.15034860 0.02749494 0.01822367 0.44097780 *** 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 energy density (per reference volume) = -0.3112663234 Kirchhoff stress 0.75448E-02 -0.70783E-03 0.92684E-02 -0.70783E-03 -0.65806E-02 -0.13426E-01 0.92684E-02 -0.13426E-01 -0.41977E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77779439 0.56694922 0.51701635 0.02392082 -0.03946280 -0.00887203 0.56694922 0.77010295 0.64784376 -0.00719750 0.01907355 0.06867386 0.51701635 0.64784376 0.79092856 0.01171864 -0.03765543 0.09722698 0.02392082 -0.00719750 0.01171864 0.31395114 -0.01058822 0.02062932 -0.03946280 0.01907355 -0.03765543 -0.01058822 0.26326970 0.01161011 -0.00887203 0.06867386 0.09722698 0.02062932 0.01161011 0.39475577 *** 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 energy density (per reference volume) = -0.3114367696 Kirchhoff stress 0.63343E-02 -0.50818E-03 0.81793E-02 -0.50818E-03 -0.55799E-02 -0.11192E-01 0.81793E-02 -0.11192E-01 -0.30510E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76895243 0.54899586 0.53108921 -0.00175829 -0.01926563 -0.00831561 0.54899586 0.73855299 0.63144494 -0.01923350 0.01638529 0.05455966 0.53108921 0.63144494 0.79051873 0.00719683 -0.02288186 0.08020649 -0.00175829 -0.01923350 0.00719683 0.29667270 -0.00975743 0.01771828 -0.01926563 0.01638529 -0.02288186 -0.00975743 0.27811021 0.00711984 -0.00831561 0.05455966 0.08020649 0.01771828 0.00711984 0.37912940 *** 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 energy density (per reference volume) = -0.3115798240 Kirchhoff stress 0.51775E-02 -0.34631E-03 0.70094E-02 -0.34631E-03 -0.46230E-02 -0.90709E-02 0.70094E-02 -0.90709E-02 -0.20886E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77290084 0.55627485 0.53298838 0.00865976 -0.02282269 -0.00756282 0.55627485 0.72499693 0.61186122 -0.01310318 0.01241001 0.03793103 0.53298838 0.61186122 0.78011045 0.00519217 -0.02476891 0.05807897 0.00865976 -0.01310318 0.00519217 0.30446238 -0.00874244 0.01351466 -0.02282269 0.01241001 -0.02476891 -0.00874244 0.28061319 0.00514214 -0.00756282 0.03793103 0.05807897 0.01351466 0.00514214 0.36011887 *** 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 energy density (per reference volume) = -0.3116959507 Kirchhoff stress 0.40603E-02 -0.21791E-03 0.57556E-02 -0.21791E-03 -0.36929E-02 -0.70638E-02 0.57556E-02 -0.70638E-02 -0.13242E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75856450 0.55654470 0.53107748 0.00746332 -0.02409006 -0.00637852 0.55654470 0.73048578 0.60036998 -0.00833885 0.00968531 0.03022415 0.53107748 0.60036998 0.75912215 0.00362740 -0.02756467 0.04296657 0.00746332 -0.00833885 0.00362740 0.30509348 -0.00730887 0.01057248 -0.02409006 0.00968531 -0.02756467 -0.00730887 0.27919747 0.00359368 -0.00637852 0.03022415 0.04296657 0.01057248 0.00359368 0.34902581 *** 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 energy density (per reference volume) = -0.3117855819 Kirchhoff stress 0.29651E-02 -0.12064E-03 0.44036E-02 -0.12064E-03 -0.27832E-02 -0.51624E-02 0.44036E-02 -0.51624E-02 -0.76765E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75865784 0.55375805 0.55662488 -0.00024321 -0.00222107 -0.00633826 0.55375805 0.72591310 0.58379331 -0.01057531 0.00612788 0.01551198 0.55662488 0.58379331 0.76941622 0.00069647 -0.00313018 0.02431901 -0.00024321 -0.01057531 0.00069647 0.30257930 -0.00703081 0.00679595 -0.00222107 0.00612788 -0.00313018 -0.00703081 0.30513575 0.00067829 -0.00633826 0.01551198 0.02431901 0.00679595 0.00067829 0.33272054 *** 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 energy density (per reference volume) = -0.3118491384 Kirchhoff stress 0.19145E-02 -0.52209E-04 0.29891E-02 -0.52209E-04 -0.18833E-02 -0.33651E-02 0.29891E-02 -0.33651E-02 -0.38069E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74055371 0.55417779 0.54463254 -0.00432564 -0.00942363 -0.00229811 0.55417779 0.74055526 0.58715967 -0.01133735 0.00525166 0.02408476 0.54463254 0.58715967 0.75764255 0.00004187 -0.01464349 0.02900578 -0.00432564 -0.01133735 0.00004187 0.30315964 -0.00276239 0.00568314 -0.00942363 0.00525166 -0.01464349 -0.00276239 0.29340254 0.00003492 -0.00229811 0.02408476 0.02900578 0.00568314 0.00003492 0.33622594 *** 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 energy density (per reference volume) = -0.3118870755 Kirchhoff stress 0.93865E-03 -0.12818E-04 0.15310E-02 -0.12818E-04 -0.93959E-03 -0.16353E-02 0.15310E-02 -0.16353E-02 -0.10509E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74444793 0.55780580 0.55197067 -0.00040752 -0.00770265 -0.00326482 0.55780580 0.74850696 0.58367320 -0.00386791 0.00083083 0.02124600 0.55197067 0.58367320 0.75808329 0.00136692 -0.00748794 0.02520348 -0.00040752 -0.00386791 0.00136692 0.30690949 -0.00348173 0.00104855 -0.00770265 0.00083083 -0.00748794 -0.00348173 0.30097476 0.00136603 -0.00326482 0.02124600 0.02520348 0.00104855 0.00136603 0.33284338 *** 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 energy density (per reference volume) = -0.3118996847 Kirchhoff stress 0.64679E-14 0.24264E-30 0.81469E-19 0.00000E+00 0.64627E-14 0.00000E+00 0.81469E-19 0.00000E+00 0.64640E-14 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74513463 0.56082167 0.56082167 -0.00000000 -0.00000000 0.00000000 0.56082167 0.74513463 0.56082167 0.00000000 0.00000000 0.00000000 0.56082167 0.56082167 0.74513463 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.30993651 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.30993651 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.30993651 * CB-KIM calculation successfully completed