---------------------------------------------------------------------------- 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_Foiles_Baskes_Universal3_Cu__MO_666348409573_003 Maximum cut-off distance: 4.9500000000 **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 -0.00000000000000019245 1.80750000361309748342 1.80750000361309726138 1.80750000361309748342 -0.00000000000000008852 1.80750000361309726138 1.80750000361309748342 1.80750000361309748342 -0.00000000000000005191 **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) = -0.2997356127 Kirchhoff stress 0.22574E-07 -0.56990E-16 -0.16010E-16 -0.59927E-16 0.22574E-07 -0.19241E-16 -0.16010E-16 -0.16891E-16 0.22574E-07 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04398346 0.77490381 0.77490381 0.00000000 -0.00000000 0.00000000 0.77490381 1.04398346 0.77490381 0.00000000 0.00000000 0.00000000 0.77490381 0.77490381 1.04398346 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.47714348 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.47714348 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.47714348 *** 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) = -0.2997169622 Kirchhoff stress -0.13396E-02 -0.18340E-04 -0.24596E-02 -0.18340E-04 0.13502E-02 0.23092E-02 -0.24596E-02 0.23092E-02 -0.15373E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03982889 0.77465417 0.79013882 -0.00350896 0.01217051 0.00301821 0.77465417 1.04789253 0.75991580 0.00333269 -0.00262916 -0.01226308 0.79013882 0.75991580 1.04500301 0.00037696 0.01614666 -0.01513787 -0.00350896 0.00333269 0.00037696 0.47692720 0.00354540 -0.00317763 0.01217051 -0.00262916 0.01614666 0.00354540 0.49231192 0.00037140 0.00301821 -0.01226308 -0.01513787 -0.00317763 0.00037140 0.46222996 *** 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) = -0.2996610631 Kirchhoff stress -0.26659E-02 -0.73429E-04 -0.50615E-02 -0.73429E-04 0.27081E-02 0.44604E-02 -0.50615E-02 0.44604E-02 -0.61449E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03544841 0.77390570 0.80557543 -0.00716696 0.02421083 0.00642322 0.77390570 1.05157370 0.74525928 0.00646135 -0.00486638 -0.02453762 0.80557543 0.74525928 1.04809886 0.00150647 0.03325489 -0.02918117 -0.00716696 0.00646135 0.00150647 0.47627868 0.00745407 -0.00598226 0.02421083 -0.00486638 0.03325489 0.00745407 0.50769059 0.00148427 0.00642322 -0.02453762 -0.02918117 -0.00598226 0.00148427 0.44765512 *** 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) = -0.2995680723 Kirchhoff stress -0.39761E-02 -0.16547E-03 -0.77975E-02 -0.16547E-03 0.40711E-02 0.64468E-02 -0.77975E-02 0.64468E-02 -0.13808E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03089378 0.77266385 0.82120112 -0.01094458 0.03610864 0.01021106 0.77266385 1.05498361 0.73095660 0.00935700 -0.00671200 -0.03680426 0.82120112 0.73095660 1.05327723 0.00338702 0.05130628 -0.04210616 -0.01094458 0.00935700 0.00338702 0.47520303 0.01171993 -0.00841178 0.03610864 -0.00671200 0.05130628 0.01171993 0.52326768 0.00333721 0.01021106 -0.03680426 -0.04210616 -0.00841178 0.00333721 0.43344059 *** 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) = -0.2994382516 Kirchhoff stress -0.52675E-02 -0.29478E-03 -0.10659E-01 -0.29478E-03 0.54363E-02 0.82618E-02 -0.10659E-01 0.82618E-02 -0.24504E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02617426 0.77093759 0.83695562 -0.01481117 0.04780973 0.01437870 0.77093759 1.05807111 0.71702657 0.01199371 -0.00816270 -0.04904548 0.83695562 0.71702657 1.06049070 0.00601589 0.07023661 -0.05389609 -0.01481117 0.01199371 0.00601589 0.47370854 0.01633793 -0.01046037 0.04780973 -0.00816270 0.07023661 0.01633793 0.53898356 0.00592769 0.01437870 -0.04904548 -0.05389609 -0.01046037 0.00592769 0.41960440 *** 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) = -0.2992719683 Kirchhoff stress -0.65373E-02 -0.46182E-03 -0.13636E-01 -0.46182E-03 0.68008E-02 0.98990E-02 -0.13636E-01 0.98990E-02 -0.38199E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02128409 0.76873732 0.85276720 -0.01874080 0.05925058 0.01892107 0.76873732 1.06085807 0.70355119 0.01434386 -0.00922079 -0.06118197 0.85276720 0.70355119 1.06973579 0.00938715 0.08996472 -0.06447005 -0.01874080 0.01434386 0.00938715 0.47180475 0.02130112 -0.01212775 0.05925058 -0.00922079 0.08996472 0.02130112 0.55476710 0.00925003 0.01892107 -0.06118197 -0.06447005 -0.01212775 0.00925003 0.40622779 *** 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) = -0.2990696950 Kirchhoff stress -0.77824E-02 -0.66713E-03 -0.16720E-01 -0.66713E-03 0.81616E-02 0.11353E-01 -0.16720E-01 0.11353E-01 -0.54851E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01625341 0.76609313 0.86858710 -0.02269445 0.07038804 0.02382949 0.76609313 1.06331751 0.69055106 0.01640166 -0.00988424 -0.07319831 0.86858710 0.69055106 1.08097446 0.01349417 0.11043510 -0.07381553 -0.02269445 0.01640166 0.01349417 0.46952063 0.02659911 -0.01340927 0.07038804 -0.00988424 0.11043510 0.02659911 0.57057015 0.01329791 0.02382949 -0.07319831 -0.07381553 -0.01340927 0.01329791 0.39333065 *** 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) = -0.2988350915 Kirchhoff stress -0.77024E-02 -0.81351E-03 -0.18502E-01 -0.81351E-03 0.95214E-02 0.12724E-01 -0.18502E-01 0.12724E-01 -0.59404E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97441091 0.76350543 0.84183002 -0.02945373 0.04098737 0.02606323 0.76350543 1.06541061 0.67859068 0.01819105 -0.00963835 -0.08504511 0.84183002 0.67859068 1.04485345 0.01507113 0.08500132 -0.08543623 -0.02945373 0.01819105 0.01507113 0.46666480 0.02914178 -0.01453357 0.04098737 -0.00963835 0.08500132 0.02914178 0.54233364 0.01474574 0.02606323 -0.08504511 -0.08543623 -0.01453357 0.01474574 0.38067672 *** 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) = -0.2985741906 Kirchhoff stress -0.90377E-02 -0.10944E-02 -0.21908E-01 -0.10944E-02 0.10861E-01 0.13801E-01 -0.21908E-01 0.13801E-01 -0.83220E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00033919 0.76010024 0.89342547 -0.03110075 0.08494603 0.03412905 0.76010024 1.06715369 0.66677258 0.01960991 -0.00940966 -0.09668065 0.89342547 0.66677258 1.10135471 0.02324892 0.14538934 -0.08939897 -0.03110075 0.01960991 0.02324892 0.46384068 0.03752734 -0.01486050 0.08494603 -0.00940966 0.14538934 0.03752734 0.59410458 0.02284351 0.03412905 -0.09668065 -0.08939897 -0.01486050 0.02284351 0.36906162 *** 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) = -0.2982795240 Kirchhoff stress -0.10155E-01 -0.14005E-02 -0.25189E-01 -0.14005E-02 0.12188E-01 0.14697E-01 -0.25189E-01 0.14697E-01 -0.10766E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99492109 0.75622109 0.90872353 -0.03506916 0.09476821 0.03999047 0.75622109 1.06844909 0.65541928 0.02066206 -0.00887301 -0.10812657 0.90872353 0.65541928 1.11788447 0.02940001 0.16732853 -0.09501742 -0.03506916 0.02066206 0.02940001 0.46050186 0.04366519 -0.01498615 0.09476821 -0.00887301 0.16732853 0.04366519 0.60937926 0.02889648 0.03999047 -0.10812657 -0.09501742 -0.01498615 0.02889648 0.35779657 *** 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) = -0.2979522068 Kirchhoff stress -0.11237E-01 -0.17462E-02 -0.28533E-01 -0.17462E-02 0.13499E-01 0.15395E-01 -0.28533E-01 0.15395E-01 -0.13476E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98942606 0.75197602 0.92382438 -0.03897639 0.10412004 0.04617446 0.75197602 1.06932479 0.64470490 0.02133412 -0.00794777 -0.11929581 0.92382438 0.64470490 1.13625135 0.03623715 0.18973504 -0.09929018 -0.03897639 0.02133412 0.03623715 0.45684956 0.05008793 -0.01472177 0.10412004 -0.00794777 0.18973504 0.05008793 0.62446417 0.03562646 0.04617446 -0.11929581 -0.09929018 -0.01472177 0.03562646 0.34716559 *** 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) = -0.2975932384 Kirchhoff stress -0.12278E-01 -0.21323E-02 -0.31928E-01 -0.21323E-02 0.14790E-01 0.15891E-01 -0.31928E-01 0.15891E-01 -0.16444E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98387765 0.74741681 0.93866082 -0.04278133 0.11295789 0.05266555 0.74741681 1.06976294 0.63463361 0.02165396 -0.00663026 -0.13018499 0.93866082 0.63463361 1.15637083 0.04374705 0.21253666 -0.10222367 -0.04278133 0.02165396 0.04374705 0.45293789 0.05677907 -0.01406078 0.11295789 -0.00663026 0.21253666 0.05677907 0.63929717 0.04302078 0.05266555 -0.13018499 -0.10222367 -0.01406078 0.04302078 0.33717679 *** 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) = -0.2972037248 Kirchhoff stress -0.13276E-01 -0.25593E-02 -0.35363E-01 -0.25593E-02 0.16057E-01 0.16183E-01 -0.35363E-01 0.16183E-01 -0.19660E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97828942 0.74257134 0.95317776 -0.04646828 0.12123619 0.05944744 0.74257134 1.06975616 0.62524962 0.02160754 -0.00492509 -0.14074986 0.95317776 0.62524962 1.17819163 0.05191181 0.23565159 -0.10378765 -0.04646828 0.02160754 0.05191181 0.44879232 0.06372149 -0.01300502 0.12123619 -0.00492509 0.23565159 0.06372149 0.65382352 0.05106222 0.05944744 -0.14074986 -0.10378765 -0.01300502 0.05106222 0.32787377 *** 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) = -0.2967848783 Kirchhoff stress -0.14228E-01 -0.30277E-02 -0.38825E-01 -0.30277E-02 0.17296E-01 0.16268E-01 -0.38825E-01 0.16268E-01 -0.23114E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97264955 0.73744400 0.96731546 -0.05004399 0.12891624 0.06650185 0.73744400 1.06923914 0.61657921 0.02115729 -0.00283274 -0.15096436 0.96731546 0.61657921 1.20163944 0.06071134 0.25900278 -0.10397586 -0.05004399 0.02115729 0.06071134 0.44441465 0.07089630 -0.01155222 0.12891624 -0.00283274 0.25900278 0.07089630 0.66798382 0.05973140 0.06650185 -0.15096436 -0.10397586 -0.01155222 0.05973140 0.31928224 *** 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) = -0.2963380176 Kirchhoff stress -0.15130E-01 -0.35380E-02 -0.42302E-01 -0.35380E-02 0.18503E-01 0.16146E-01 -0.42302E-01 0.16146E-01 -0.26793E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96698793 0.73208740 0.98101830 -0.05347788 0.13595826 0.07380872 0.73208740 1.06821962 0.60865309 0.02032573 -0.00035416 -0.16080045 0.98101830 0.60865309 1.22664365 0.07012504 0.28251023 -0.10277901 -0.05347788 0.02032573 0.07012504 0.43985469 0.07828297 -0.00970063 0.13595826 -0.00035416 0.28251023 0.07828297 0.68172268 0.06900845 0.07380872 -0.16080045 -0.10277901 -0.00970063 0.06900845 0.31143235 *** 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) = -0.2958645669 Kirchhoff stress -0.15978E-01 -0.40903E-02 -0.45781E-01 -0.40903E-02 0.19673E-01 0.15817E-01 -0.45781E-01 0.15817E-01 -0.30686E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96133480 0.72656290 0.99422673 -0.05673740 0.14232450 0.08134660 0.72656290 1.06673052 0.60149853 0.01915333 0.00250868 -0.17022969 0.99422673 0.60149853 1.25312255 0.08012961 0.30608719 -0.10018967 -0.05673740 0.01915333 0.08012961 0.43517085 0.08585980 -0.00744957 0.14232450 0.00250868 0.30608719 0.08585980 0.69498078 0.07887085 0.08134660 -0.17022969 -0.10018967 -0.00744957 0.07887085 0.30435096 *** 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) = -0.2953660550 Kirchhoff stress -0.16769E-01 -0.46847E-02 -0.49250E-01 -0.46847E-02 0.20803E-01 0.15279E-01 -0.49250E-01 0.15279E-01 -0.34779E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95566208 0.72085490 1.00688059 -0.05985193 0.14797630 0.08908981 0.72085490 1.06467635 0.59514570 0.01757801 0.00575145 -0.17922082 1.00688059 0.59514570 1.28099170 0.09069724 0.32964743 -0.09620640 -0.05985193 0.01757801 0.09069724 0.43034442 0.09360100 -0.00480077 0.14797630 0.00575145 0.32964743 0.09360100 0.70769804 0.08929160 0.08908981 -0.17922082 -0.09620640 -0.00480077 0.08929160 0.29806772 *** 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) = -0.2948441133 Kirchhoff stress -0.17500E-01 -0.53209E-02 -0.52696E-01 -0.53209E-02 0.21888E-01 0.14534E-01 -0.52696E-01 0.14534E-01 -0.39057E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95002083 0.71504829 1.01892438 -0.06277805 0.15288200 0.09701235 0.71504829 1.06211714 0.58960972 0.01567583 0.00937346 -0.18776098 1.01892438 0.58960972 1.31015052 0.10179961 0.35310302 -0.09084239 -0.06277805 0.01567583 0.10179961 0.42545697 0.10148069 -0.00175247 0.15288200 0.00937346 0.35310302 0.10148069 0.71981904 0.10024317 0.09701235 -0.18776098 -0.09084239 -0.00175247 0.10024317 0.29259738 *** 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) = -0.2943004744 Kirchhoff stress -0.18166E-01 -0.59985E-02 -0.56104E-01 -0.59985E-02 0.22923E-01 0.13583E-01 -0.56104E-01 0.13583E-01 -0.43506E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94440776 0.70915165 1.03029618 -0.06553159 0.15700722 0.10508437 0.70915165 1.05902590 0.58493369 0.01342092 0.01336667 -0.19580054 1.03029618 0.58493369 1.34050367 0.11340115 0.37635644 -0.08408857 -0.06553159 0.01342092 0.11340115 0.42051372 0.10946925 0.00168972 0.15700722 0.01336667 0.37635644 0.10946925 0.73128183 0.11169084 0.10508437 -0.19580054 -0.08408857 0.00168972 0.11169084 0.28798268 *** 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) = -0.2937369684 Kirchhoff stress -0.18765E-01 -0.67167E-02 -0.59464E-01 -0.67167E-02 0.23904E-01 0.12429E-01 -0.59464E-01 0.12429E-01 -0.48111E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93886039 0.70320540 1.04098441 -0.06809956 0.16036043 0.11328348 0.70320540 1.05536363 0.58111257 0.01084149 0.01773440 -0.20334851 1.04098441 0.58111257 1.37199274 0.12548257 0.39937286 -0.07597017 -0.06809956 0.01084149 0.12548257 0.41555150 0.11754474 0.00553144 0.16036043 0.01773440 0.39937286 0.11754474 0.74207474 0.12361613 0.11328348 -0.20334851 -0.07597017 0.00553144 0.12361613 0.28421824 *** 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) = -0.2931555207 Kirchhoff stress -0.19294E-01 -0.74745E-02 -0.62760E-01 -0.74745E-02 0.24825E-01 0.11073E-01 -0.62760E-01 0.11073E-01 -0.52853E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93339317 0.69725840 1.05089952 -0.07047736 0.16288502 0.12157059 0.69725840 1.05121399 0.57820205 0.00796837 0.02246060 -0.21033872 1.05089952 0.57820205 1.40448219 0.13799067 0.42201098 -0.06648344 -0.07047736 0.00796837 0.13799067 0.41061558 0.12566869 0.00975880 0.16288502 0.02246060 0.42201098 0.12566869 0.75210810 0.13596671 0.12157059 -0.21033872 -0.06648344 0.00975880 0.13596671 0.28135950 *** 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) = -0.2925581467 Kirchhoff stress -0.19748E-01 -0.82704E-02 -0.65979E-01 -0.82704E-02 0.25682E-01 0.95193E-02 -0.65979E-01 0.95193E-02 -0.57717E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92799786 0.69132236 1.05998669 -0.07268076 0.16456035 0.12991098 0.69132236 1.04649090 0.57618971 0.00480007 0.02754585 -0.21678310 1.05998669 0.57618971 1.43782483 0.15089095 0.44418030 -0.05567818 -0.07268076 0.00480007 0.15089095 0.40571389 0.13380712 0.01437447 0.16456035 0.02754585 0.44418030 0.13380712 0.76132688 0.14870887 0.12991098 -0.21678310 -0.05567818 0.01437447 0.14870887 0.27939378 *** 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) = -0.2919469478 Kirchhoff stress -0.20126E-01 -0.91026E-02 -0.69110E-01 -0.91026E-02 0.26470E-01 0.77725E-02 -0.69110E-01 0.77725E-02 -0.62683E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92270569 0.68545100 1.06819203 -0.07469836 0.16536451 0.13826729 0.68545100 1.04126399 0.57510131 0.00139232 0.03297880 -0.22264748 1.06819203 0.57510131 1.47189976 0.16413728 0.46577649 -0.04357270 -0.07469836 0.00139232 0.16413728 0.40089635 0.14192363 0.01936904 0.16536451 0.03297880 0.46577649 0.14192363 0.76967691 0.16179732 0.13826729 -0.22264748 -0.04357270 0.01936904 0.16179732 0.27834667 *** 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) = -0.2913237433 Kirchhoff stress -0.20385E-01 -0.10040E-01 -0.72169E-01 -0.10040E-01 0.27313E-01 0.58947E-02 -0.72169E-01 0.58947E-02 -0.67708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88570006 0.57497632 1.05443229 -0.01879338 0.19118165 0.09964955 0.57497632 0.69127706 0.50579128 0.18766169 0.12391391 -0.38230058 1.05443229 0.50579128 1.49267796 0.21583800 0.50381323 -0.06121865 -0.01879338 0.18766169 0.21583800 0.29140301 0.10299773 0.10991244 0.19118165 0.12391391 0.50381323 0.10299773 0.75603757 0.21338120 0.09964955 -0.38230058 -0.06121865 0.10991244 0.21338120 0.20898788 *** 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) = -0.2907004104 Kirchhoff stress -0.21108E-01 -0.10030E-01 -0.74676E-01 -0.10030E-01 0.26306E-01 0.30447E-02 -0.74676E-01 0.30447E-02 -0.73157E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91324338 0.67691746 1.08217327 -0.07999188 0.16353325 0.15631062 0.67691746 1.04066751 0.57735353 -0.01285848 0.04179300 -0.22708937 1.08217327 0.57735353 1.54195611 0.19050644 0.50646951 -0.01479873 -0.07999188 -0.01285848 0.19050644 0.39555844 0.15974836 0.02724854 0.16353325 0.04179300 0.50646951 0.15974836 0.78443165 0.18738142 0.15631062 -0.22708937 -0.01479873 0.02724854 0.18738142 0.28166721 *** 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) = -0.2900713384 Kirchhoff stress -0.21304E-01 -0.11391E-01 -0.77638E-01 -0.11391E-01 0.24956E-01 -0.21400E-05 -0.77638E-01 -0.21400E-05 -0.78623E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90836375 0.67107073 1.08743656 -0.08147803 0.16172816 0.16437995 0.67107073 1.05258970 0.58116436 -0.01257795 0.04989384 -0.22328051 1.08743656 0.58116436 1.57774060 0.20502554 0.52608078 0.00189254 -0.08147803 -0.01257795 0.20502554 0.39182330 0.16784624 0.03515949 0.16172816 0.04989384 0.52608078 0.16784624 0.79007461 0.20196857 0.16437995 -0.22328051 0.00189254 0.03515949 0.20196857 0.28671792 *** 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) = -0.2894622642 Kirchhoff stress -0.19260E-01 -0.11906E-01 -0.79447E-01 -0.11906E-01 0.25671E-01 -0.22071E-02 -0.79447E-01 -0.22071E-02 -0.83455E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88387818 0.66565929 1.08942535 -0.08717115 0.15066670 0.17058459 0.66565929 1.04424095 0.58371933 -0.01681370 0.05662411 -0.22722206 1.08942535 0.58371933 1.61326945 0.21867087 0.54357096 0.01853083 -0.08717115 -0.01681370 0.21867087 0.38634589 0.17356056 0.04116089 0.15066670 0.05662411 0.54357096 0.17356056 0.79102361 0.21522626 0.17058459 -0.22722206 0.01853083 0.04116089 0.21522626 0.28901514 *** 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) = -0.2888504506 Kirchhoff stress -0.19101E-01 -0.12836E-01 -0.81892E-01 -0.12836E-01 0.26212E-01 -0.47326E-02 -0.81892E-01 -0.47326E-02 -0.88608E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87871795 0.66024510 1.09247003 -0.08871554 0.14669396 0.17822065 0.66024510 1.03547220 0.58717027 -0.02115566 0.06356762 -0.23048669 1.09247003 0.58717027 1.64903048 0.23286005 0.56093715 0.03643068 -0.08871554 -0.02115566 0.23286005 0.38191363 0.18073204 0.04782080 0.14669396 0.06356762 0.56093715 0.18073204 0.79423603 0.22924838 0.17822065 -0.23048669 0.03643068 0.04782080 0.22924838 0.29241226 *** 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) = -0.2882383923 Kirchhoff stress -0.18853E-01 -0.13783E-01 -0.84172E-01 -0.13783E-01 0.26654E-01 -0.74118E-02 -0.84172E-01 -0.74118E-02 -0.93746E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87382131 0.65503674 1.09449127 -0.09013484 0.14189930 0.18565065 0.65503674 1.02632189 0.59160348 -0.02557102 0.07078023 -0.23303370 1.09449127 0.59160348 1.68484182 0.24710494 0.57730210 0.05539158 -0.09013484 -0.02557102 0.24710494 0.37768497 0.18766976 0.05478869 0.14189930 0.07078023 0.57730210 0.18766976 0.79643417 0.24332973 0.18565065 -0.23303370 0.05539158 0.05478869 0.24332973 0.29678896 *** 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) = -0.2876286316 Kirchhoff stress -0.18515E-01 -0.14741E-01 -0.86277E-01 -0.14741E-01 0.26995E-01 -0.10235E-01 -0.86277E-01 -0.10235E-01 -0.98849E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86921659 0.65003590 1.09536404 -0.09145412 0.13622051 0.19280414 0.65003590 1.01680373 0.59700711 -0.03004980 0.07822693 -0.23484363 1.09536404 0.59700711 1.72036901 0.26130445 0.59243536 0.07529935 -0.09145412 -0.03004980 0.26130445 0.37365763 0.19430499 0.06203042 0.13622051 0.07822693 0.59243536 0.19430499 0.79749249 0.25736973 0.19280414 -0.23484363 0.07529935 0.06203042 0.25736973 0.30213333 *** 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) = -0.2870237270 Kirchhoff stress -0.18088E-01 -0.15705E-01 -0.88196E-01 -0.15705E-01 0.27231E-01 -0.13191E-01 -0.88196E-01 -0.13191E-01 -0.10389E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86491368 0.64527599 1.09512759 -0.09267040 0.12971994 0.19965520 0.64527599 1.00699977 0.60336851 -0.03452183 0.08589279 -0.23591524 1.09512759 0.60336851 1.75554947 0.27541996 0.60633956 0.09610016 -0.09267040 -0.03452183 0.27541996 0.36986110 0.20061360 0.06953176 0.12971994 0.08589279 0.60633956 0.20061360 0.79744963 0.27133019 0.19965520 -0.23591524 0.09610016 0.06953176 0.27133019 0.30843255 *** 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) = -0.2864262408 Kirchhoff stress -0.17573E-01 -0.16672E-01 -0.89921E-01 -0.16672E-01 0.27360E-01 -0.16268E-01 -0.89921E-01 -0.16268E-01 -0.10886E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86101480 0.64077319 1.09378545 -0.09378156 0.12243182 0.20616774 0.64077319 0.99695916 0.61068486 -0.03895781 0.09375467 -0.23623314 1.09378545 0.61068486 1.79026804 0.28939239 0.61895491 0.11772677 -0.09378156 -0.03895781 0.28939239 0.36630227 0.20656142 0.07726984 0.12243182 0.09375467 0.61895491 0.20656142 0.79630278 0.28515236 0.20616774 -0.23623314 0.11772677 0.07726984 0.28515236 0.31567793 *** 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) = -0.2858383797 Kirchhoff stress -0.16914E-01 -0.17690E-01 -0.91526E-01 -0.17690E-01 0.27437E-01 -0.19371E-01 -0.91526E-01 -0.19371E-01 -0.11360E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82049886 0.59955096 1.00639212 -0.05783354 0.17039770 0.15623755 0.59955096 0.94972300 0.53404434 -0.00636920 0.15782216 -0.29183208 1.00639212 0.53404434 1.62930036 0.38808856 0.75886174 0.01134599 -0.05783354 -0.00636920 0.38808856 0.32594335 0.15600042 0.14129636 0.17039770 0.15782216 0.75886174 0.15600042 0.70900433 0.38373584 0.15623755 -0.29183208 0.01134599 0.14129636 0.38373584 0.23886208 *** 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) = -0.2852696008 Kirchhoff stress -0.16826E-01 -0.18047E-01 -0.91938E-01 -0.18047E-01 0.26749E-01 -0.23552E-01 -0.91938E-01 -0.23552E-01 -0.11970E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85546124 0.63359304 1.09046982 -0.09714090 0.10350533 0.22004318 0.63359304 0.97731869 0.63088089 -0.04905952 0.10786486 -0.23251108 1.09046982 0.63088089 1.86456824 0.31321051 0.63480701 0.16819423 -0.09714090 -0.04905952 0.31321051 0.36150982 0.21968429 0.09086084 0.10350533 0.10786486 0.63480701 0.21968429 0.79436746 0.30837569 0.22004318 -0.23251108 0.16819423 0.09086084 0.30837569 0.33663241 *** 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) = -0.2847175563 Kirchhoff stress -0.16044E-01 -0.19002E-01 -0.93060E-01 -0.19002E-01 0.26562E-01 -0.26890E-01 -0.93060E-01 -0.26890E-01 -0.12426E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85278727 0.62982303 1.08563299 -0.09801539 0.09404442 0.22524368 0.62982303 0.96671443 0.64083164 -0.05327361 0.11616088 -0.23056011 1.08563299 0.64083164 1.89647935 0.32643918 0.64326208 0.19153385 -0.09801539 -0.05327361 0.32643918 0.35861211 0.22424716 0.09917629 0.09404442 0.11616088 0.64326208 0.22424716 0.78971506 0.32148265 0.22524368 -0.23056011 0.19153385 0.09917629 0.32148265 0.34647344 *** 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) = -0.2841915248 Kirchhoff stress -0.12915E-01 -0.20494E-01 -0.93956E-01 -0.20494E-01 0.26396E-01 -0.30298E-01 -0.93956E-01 -0.30298E-01 -0.12867E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74971185 0.62132115 1.08098103 -0.07375418 0.08403752 0.22998124 0.62132115 0.95584713 0.65171101 -0.05608893 0.12453596 -0.22782819 1.08098103 0.65171101 1.92740548 0.33897348 0.65023540 0.21537437 -0.07375418 -0.05608893 0.33897348 0.34974900 0.22830789 0.10760654 0.08403752 0.12453596 0.65023540 0.22830789 0.78401857 0.33420940 0.22998124 -0.22782819 0.21537437 0.10760654 0.33420940 0.35718508 *** 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) = -0.2836873362 Kirchhoff stress -0.11820E-01 -0.21435E-01 -0.94622E-01 -0.21435E-01 0.25990E-01 -0.33762E-01 -0.94622E-01 -0.33762E-01 -0.13290E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82222702 0.62264785 1.07406495 -0.09273060 0.07334932 0.23418799 0.62264785 0.94545761 0.66332975 -0.06113238 0.13293187 -0.22432291 1.07406495 0.66332975 1.95705580 0.35130849 0.65558066 0.23956294 -0.09273060 -0.06113238 0.35130849 0.35181904 0.23184797 0.11610396 0.07334932 0.13293187 0.65558066 0.23184797 0.77722584 0.34645561 0.23418799 -0.22432291 0.23956294 0.11610396 0.34645561 0.36871073 *** 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) = -0.2832055887 Kirchhoff stress -0.10698E-01 -0.22332E-01 -0.95054E-01 -0.22332E-01 0.25471E-01 -0.37268E-01 -0.95054E-01 -0.37268E-01 -0.13693E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81992377 0.61967835 1.06607403 -0.09318125 0.06211587 0.23785120 0.61967835 0.93482179 0.67573209 -0.06489704 0.14131976 -0.22003886 1.06607403 0.67573209 1.98534516 0.36311359 0.65930458 0.26401753 -0.09318125 -0.06489704 0.36311359 0.34958266 0.23483593 0.12463395 0.06211587 0.14131976 0.65930458 0.23483593 0.76938909 0.35817214 0.23785120 -0.22003886 0.26401753 0.12463395 0.35817214 0.38102100 *** 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) = -0.2827485241 Kirchhoff stress -0.95051E-02 -0.23192E-01 -0.95249E-01 -0.23192E-01 0.24845E-01 -0.40800E-01 -0.95249E-01 -0.40800E-01 -0.14075E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81819212 0.61696892 1.05709653 -0.09355143 0.05041154 0.24095683 0.61696892 0.92426220 0.68888078 -0.06847582 0.14966885 -0.21498686 1.05709653 0.68888078 2.01221682 0.37433952 0.66142602 0.28865620 -0.09355143 -0.06847582 0.37433952 0.34756678 0.23725940 0.13316507 0.05041154 0.14966885 0.66142602 0.23725940 0.76056902 0.36931652 0.24095683 -0.21498686 0.28865620 0.13316507 0.36931652 0.39407683 *** 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) = -0.2823182914 Kirchhoff stress -0.82475E-02 -0.24008E-01 -0.95205E-01 -0.24008E-01 0.24115E-01 -0.44342E-01 -0.95205E-01 -0.44342E-01 -0.14433E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81700380 0.61450321 1.04710823 -0.09386164 0.03825599 0.24346068 0.61450321 0.91382781 0.70270326 -0.07186138 0.15792466 -0.20918601 1.04710823 0.70270326 2.03738082 0.38488865 0.66182628 0.31330899 -0.09386164 -0.07186138 0.38488865 0.34575218 0.23907650 0.14164222 0.03825599 0.15792466 0.66182628 0.23907650 0.75074097 0.37979129 0.24346068 -0.20918601 0.31330899 0.14164222 0.37979129 0.40780566 *** 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) = -0.2819169234 Kirchhoff stress -0.69309E-02 -0.24777E-01 -0.94923E-01 -0.24777E-01 0.23284E-01 -0.47880E-01 -0.94923E-01 -0.47880E-01 -0.14767E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81638664 0.61228468 1.03621358 -0.09409762 0.02574570 0.24536736 0.61228468 0.90357709 0.71716921 -0.07503517 0.16605975 -0.20264194 1.03621358 0.71716921 2.06086184 0.39474223 0.66059273 0.33792193 -0.09409762 -0.07503517 0.39474223 0.34413970 0.24029416 0.15003720 0.02574570 0.16605975 0.66059273 0.24029416 0.74000899 0.38957786 0.24536736 -0.20264194 0.33792193 0.15003720 0.38957786 0.42217712 *** 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) = -0.2815463228 Kirchhoff stress -0.55621E-02 -0.25491E-01 -0.94402E-01 -0.25491E-01 0.22355E-01 -0.51396E-01 -0.94402E-01 -0.51396E-01 -0.15075E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81640879 0.61031022 1.02445702 -0.09424280 0.01293888 0.24666155 0.61031022 0.89356525 0.73222128 -0.07798650 0.17403181 -0.19537302 1.02445702 0.73222128 2.08254117 0.40384445 0.65771380 0.36238067 -0.09424280 -0.07798650 0.40384445 0.34272369 0.24089933 0.15830678 0.01293888 0.17403181 0.65771380 0.24089933 0.72841706 0.39862052 0.24666155 -0.19537302 0.36238067 0.15830678 0.39862052 0.43713372 *** 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) = -0.2812082509 Kirchhoff stress -0.41480E-02 -0.26148E-01 -0.93645E-01 -0.26148E-01 0.21333E-01 -0.54875E-01 -0.93645E-01 -0.54875E-01 -0.15354E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81704710 0.60856611 1.01186036 -0.09430529 -0.00012041 0.24731995 0.60856611 0.88384186 0.74778253 -0.08071378 0.18178917 -0.18740682 1.01186036 0.74778253 2.10221630 0.41212232 0.65314011 0.38653324 -0.09430529 -0.08071378 0.41212232 0.34148818 0.24087106 0.16639827 -0.00012041 0.18178917 0.65314011 0.24087106 0.71598665 0.40684642 0.24731995 -0.18740682 0.38653324 0.16639827 0.40684642 0.45259849 *** 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) = -0.2809040949 Kirchhoff stress -0.26950E-02 -0.26728E-01 -0.92640E-01 -0.26728E-01 0.20407E-01 -0.58104E-01 -0.92640E-01 -0.58104E-01 -0.15584E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81829976 0.60696027 0.99839426 -0.09428571 -0.01336808 0.24724781 0.60696027 0.84334420 0.72781553 -0.08556012 0.18677153 -0.21231617 0.99839426 0.72781553 2.07820830 0.41682173 0.64398904 0.37148046 -0.09428571 -0.08556012 0.41682173 0.34024706 0.24001931 0.17173976 -0.01336808 0.18677153 0.64398904 0.24001931 0.70258236 0.41149766 0.24724781 -0.21231617 0.37148046 0.17173976 0.41149766 0.43233271 *** 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) = -0.2806435072 Kirchhoff stress -0.12224E-02 -0.27336E-01 -0.91509E-01 -0.27336E-01 0.17961E-01 -0.62794E-01 -0.91509E-01 -0.62794E-01 -0.15946E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82019592 0.60523189 0.98386733 -0.09417763 -0.02673481 0.24619901 0.60523189 0.87083397 0.78628569 -0.08511250 0.19688134 -0.16320426 0.98386733 0.78628569 2.14224385 0.42648413 0.63950723 0.44064492 -0.09417763 -0.08511250 0.42648413 0.33955945 0.23895495 0.18231794 -0.02673481 0.19688134 0.63950723 0.23895495 0.68894470 0.42114463 0.24619901 -0.16320426 0.44064492 0.18231794 0.42114463 0.49207482 *** 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) = -0.2804224362 Kirchhoff stress 0.27738E-03 -0.27778E-01 -0.90051E-01 -0.27778E-01 0.16730E-01 -0.66011E-01 -0.90051E-01 -0.66011E-01 -0.16129E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82279514 0.60415634 0.96922715 -0.09390746 -0.04010343 0.24498957 0.60415634 0.86216068 0.80274823 -0.08721816 0.20369343 -0.15349249 0.96922715 0.80274823 2.15516437 0.43200564 0.63003347 0.46293139 -0.09390746 -0.08721816 0.43200564 0.33882738 0.23704963 0.18955839 -0.04010343 0.20369343 0.63003347 0.23704963 0.67445749 0.42663197 0.24498957 -0.15349249 0.46293139 0.18955839 0.42663197 0.50839532 *** 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) = -0.2802389060 Kirchhoff stress 0.17903E-02 -0.28148E-01 -0.88378E-01 -0.28148E-01 0.15431E-01 -0.69129E-01 -0.88378E-01 -0.69129E-01 -0.16280E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82603691 0.60328887 0.95402908 -0.09351531 -0.05345355 0.24315365 0.60328887 0.85394227 0.81944541 -0.08909604 0.21013804 -0.14321471 0.95402908 0.81944541 2.16581432 0.43656712 0.61902069 0.48449432 -0.09351531 -0.08909604 0.43656712 0.33824629 0.23453048 0.19646349 -0.05345355 0.21013804 0.61902069 0.23453048 0.65941396 0.43116781 0.24315365 -0.14321471 0.48449432 0.19646349 0.43116781 0.52495080 *** 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) = -0.2800938168 Kirchhoff stress 0.33079E-02 -0.28443E-01 -0.86497E-01 -0.28443E-01 0.14069E-01 -0.72135E-01 -0.86497E-01 -0.72135E-01 -0.16398E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82992072 0.60262489 0.93835081 -0.09298874 -0.06671916 0.24070326 0.60262489 0.84621684 0.83630234 -0.09075115 0.21617900 -0.13240944 0.93835081 0.83630234 2.17414567 0.44014492 0.60652544 0.50523301 -0.09298874 -0.09075115 0.44014492 0.33781050 0.23141171 0.20299542 -0.06671916 0.21617900 0.60652544 0.23141171 0.64389156 0.43472852 0.24070326 -0.13240944 0.50523301 0.20299542 0.43472852 0.54166638 *** 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) = -0.2799878748 Kirchhoff stress 0.48214E-02 -0.28661E-01 -0.84418E-01 -0.28661E-01 0.12653E-01 -0.75013E-01 -0.84418E-01 -0.75013E-01 -0.16483E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83444755 0.60216170 0.92227248 -0.09231235 -0.07983410 0.23765441 0.60216170 0.83901750 0.85324163 -0.09219049 0.22178150 -0.12111972 0.92227248 0.85324163 2.18011933 0.44272050 0.59261080 0.52504831 -0.09231235 -0.09219049 0.44272050 0.33751646 0.22771155 0.20911767 -0.07983410 0.22178150 0.59261080 0.22771155 0.62797020 0.43729558 0.23765441 -0.12111972 0.52504831 0.20911767 0.43729558 0.55846470 *** 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) = -0.2799216455 Kirchhoff stress 0.63223E-02 -0.28798E-01 -0.82149E-01 -0.28798E-01 0.11198E-01 -0.77752E-01 -0.82149E-01 -0.77752E-01 -0.16534E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83987564 0.60782308 0.90683118 -0.09025382 -0.09322391 0.23164558 0.60782308 0.97353504 0.89295598 -0.06451175 0.21530044 -0.16608511 0.90683118 0.89295598 2.18739077 0.44894397 0.57547368 0.53470191 -0.09025382 -0.06451175 0.44894397 0.34328361 0.22107212 0.20318345 -0.09322391 0.21530044 0.57547368 0.22107212 0.61268615 0.44351817 0.23164558 -0.16608511 0.53470191 0.20318345 0.44351817 0.59803379 *** 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) = -0.2798952807 Kirchhoff stress 0.77225E-02 -0.29253E-01 -0.79544E-01 -0.29253E-01 0.77225E-02 -0.79544E-01 -0.79544E-01 -0.79544E-01 -0.16583E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84540881 0.60166224 0.88917652 -0.09046427 -0.10535722 0.22988964 0.60166224 0.84540881 0.88917652 -0.09046427 0.22988964 -0.10535722 0.88917652 0.88917652 2.18511590 0.44526903 0.56061933 0.56061933 -0.09046427 -0.09046427 0.44526903 0.33818129 0.21830881 0.21830881 -0.10535722 0.22988964 0.56061933 0.21830881 0.59539722 0.44009425 0.22988964 -0.10535722 0.56061933 0.21830881 0.44009425 0.59539722 *** 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) = -0.2799216455 Kirchhoff stress 0.11198E-01 -0.28798E-01 -0.77752E-01 -0.28798E-01 0.63223E-02 -0.82149E-01 -0.77752E-01 -0.82149E-01 -0.16534E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97353504 0.60782308 0.89295598 -0.06451175 -0.16608511 0.21530044 0.60782308 0.83987564 0.90683118 -0.09025382 0.23164558 -0.09322391 0.89295598 0.90683118 2.18739077 0.44894397 0.53470191 0.57547368 -0.06451175 -0.09025382 0.44894397 0.34328361 0.20318345 0.22107212 -0.16608511 0.23164558 0.53470191 0.20318345 0.59803379 0.44351817 0.21530044 -0.09322391 0.57547368 0.22107212 0.44351817 0.61268615 *** 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) = -0.2799878748 Kirchhoff stress 0.12653E-01 -0.28661E-01 -0.75013E-01 -0.28661E-01 0.48214E-02 -0.84418E-01 -0.75013E-01 -0.84418E-01 -0.16483E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83901750 0.60216170 0.85324163 -0.09219049 -0.12111972 0.22178150 0.60216170 0.83444755 0.92227248 -0.09231235 0.23765441 -0.07983410 0.85324163 0.92227248 2.18011933 0.44272050 0.52504831 0.59261080 -0.09219049 -0.09231235 0.44272050 0.33751646 0.20911767 0.22771155 -0.12111972 0.23765441 0.52504831 0.20911767 0.55846470 0.43729558 0.22178150 -0.07983410 0.59261080 0.22771155 0.43729558 0.62797020 *** 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) = -0.2800938168 Kirchhoff stress 0.14069E-01 -0.28443E-01 -0.72135E-01 -0.28443E-01 0.33079E-02 -0.86497E-01 -0.72135E-01 -0.86497E-01 -0.16398E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84621684 0.60262489 0.83630234 -0.09075115 -0.13240944 0.21617900 0.60262489 0.82992072 0.93835081 -0.09298874 0.24070326 -0.06671916 0.83630234 0.93835081 2.17414567 0.44014492 0.50523301 0.60652544 -0.09075115 -0.09298874 0.44014492 0.33781050 0.20299542 0.23141171 -0.13240944 0.24070326 0.50523301 0.20299542 0.54166638 0.43472852 0.21617900 -0.06671916 0.60652544 0.23141171 0.43472852 0.64389156 *** 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) = -0.2802389060 Kirchhoff stress 0.15431E-01 -0.28148E-01 -0.69129E-01 -0.28148E-01 0.17903E-02 -0.88378E-01 -0.69129E-01 -0.88378E-01 -0.16280E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85394227 0.60328887 0.81944541 -0.08909604 -0.14321471 0.21013804 0.60328887 0.82603691 0.95402908 -0.09351531 0.24315365 -0.05345355 0.81944541 0.95402908 2.16581432 0.43656712 0.48449432 0.61902069 -0.08909604 -0.09351531 0.43656712 0.33824629 0.19646349 0.23453048 -0.14321471 0.24315365 0.48449432 0.19646349 0.52495080 0.43116781 0.21013804 -0.05345355 0.61902069 0.23453048 0.43116781 0.65941396 *** 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) = -0.2804224362 Kirchhoff stress 0.16730E-01 -0.27778E-01 -0.66011E-01 -0.27778E-01 0.27738E-03 -0.90051E-01 -0.66011E-01 -0.90051E-01 -0.16129E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86216068 0.60415634 0.80274823 -0.08721816 -0.15349249 0.20369343 0.60415634 0.82279514 0.96922715 -0.09390746 0.24498957 -0.04010343 0.80274823 0.96922715 2.15516437 0.43200564 0.46293139 0.63003347 -0.08721816 -0.09390746 0.43200564 0.33882738 0.18955839 0.23704963 -0.15349249 0.24498957 0.46293139 0.18955839 0.50839532 0.42663197 0.20369343 -0.04010343 0.63003347 0.23704963 0.42663197 0.67445749 *** 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) = -0.2806435072 Kirchhoff stress 0.17961E-01 -0.27336E-01 -0.62794E-01 -0.27336E-01 -0.12224E-02 -0.91509E-01 -0.62794E-01 -0.91509E-01 -0.15946E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87083397 0.60523189 0.78628569 -0.08511250 -0.16320426 0.19688134 0.60523189 0.82019592 0.98386733 -0.09417763 0.24619901 -0.02673481 0.78628569 0.98386733 2.14224385 0.42648413 0.44064492 0.63950723 -0.08511250 -0.09417763 0.42648413 0.33955945 0.18231794 0.23895495 -0.16320426 0.24619901 0.44064492 0.18231794 0.49207482 0.42114463 0.19688134 -0.02673481 0.63950723 0.23895495 0.42114463 0.68894470 *** 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) = -0.2809040949 Kirchhoff stress 0.20407E-01 -0.26728E-01 -0.58104E-01 -0.26728E-01 -0.26950E-02 -0.92640E-01 -0.58104E-01 -0.92640E-01 -0.15584E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84334420 0.60696027 0.72781553 -0.08556012 -0.21231617 0.18677153 0.60696027 0.81829976 0.99839426 -0.09428571 0.24724781 -0.01336808 0.72781553 0.99839426 2.07820830 0.41682173 0.37148046 0.64398904 -0.08556012 -0.09428571 0.41682173 0.34024706 0.17173976 0.24001931 -0.21231617 0.24724781 0.37148046 0.17173976 0.43233271 0.41149766 0.18677153 -0.01336808 0.64398904 0.24001931 0.41149766 0.70258236 *** 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) = -0.2812082509 Kirchhoff stress 0.21333E-01 -0.26148E-01 -0.54875E-01 -0.26148E-01 -0.41480E-02 -0.93645E-01 -0.54875E-01 -0.93645E-01 -0.15354E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88384186 0.60856611 0.74778253 -0.08071378 -0.18740682 0.18178917 0.60856611 0.81704710 1.01186036 -0.09430529 0.24731995 -0.00012041 0.74778253 1.01186036 2.10221630 0.41212232 0.38653324 0.65314011 -0.08071378 -0.09430529 0.41212232 0.34148818 0.16639827 0.24087106 -0.18740682 0.24731995 0.38653324 0.16639827 0.45259849 0.40684642 0.18178917 -0.00012041 0.65314011 0.24087106 0.40684642 0.71598665 *** 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) = -0.2815463228 Kirchhoff stress 0.22355E-01 -0.25491E-01 -0.51396E-01 -0.25491E-01 -0.55621E-02 -0.94402E-01 -0.51396E-01 -0.94402E-01 -0.15075E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89356525 0.61031022 0.73222128 -0.07798650 -0.19537302 0.17403181 0.61031022 0.81640879 1.02445702 -0.09424280 0.24666155 0.01293888 0.73222128 1.02445702 2.08254117 0.40384445 0.36238067 0.65771380 -0.07798650 -0.09424280 0.40384445 0.34272369 0.15830678 0.24089933 -0.19537302 0.24666155 0.36238067 0.15830678 0.43713372 0.39862052 0.17403181 0.01293888 0.65771380 0.24089933 0.39862052 0.72841706 *** 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) = -0.2819169234 Kirchhoff stress 0.23284E-01 -0.24777E-01 -0.47880E-01 -0.24777E-01 -0.69309E-02 -0.94923E-01 -0.47880E-01 -0.94923E-01 -0.14767E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90357709 0.61228468 0.71716921 -0.07503517 -0.20264194 0.16605975 0.61228468 0.81638664 1.03621358 -0.09409762 0.24536736 0.02574570 0.71716921 1.03621358 2.06086184 0.39474223 0.33792193 0.66059273 -0.07503517 -0.09409762 0.39474223 0.34413970 0.15003720 0.24029416 -0.20264194 0.24536736 0.33792193 0.15003720 0.42217712 0.38957786 0.16605975 0.02574570 0.66059273 0.24029416 0.38957786 0.74000899 *** 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) = -0.2823182914 Kirchhoff stress 0.24115E-01 -0.24008E-01 -0.44342E-01 -0.24008E-01 -0.82475E-02 -0.95205E-01 -0.44342E-01 -0.95205E-01 -0.14433E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91382781 0.61450321 0.70270326 -0.07186138 -0.20918601 0.15792466 0.61450321 0.81700380 1.04710823 -0.09386164 0.24346068 0.03825599 0.70270326 1.04710823 2.03738082 0.38488865 0.31330899 0.66182628 -0.07186138 -0.09386164 0.38488865 0.34575218 0.14164222 0.23907650 -0.20918601 0.24346068 0.31330899 0.14164222 0.40780566 0.37979129 0.15792466 0.03825599 0.66182628 0.23907650 0.37979129 0.75074097 *** 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) = -0.2827485241 Kirchhoff stress 0.24845E-01 -0.23192E-01 -0.40800E-01 -0.23192E-01 -0.95051E-02 -0.95249E-01 -0.40800E-01 -0.95249E-01 -0.14075E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92426220 0.61696892 0.68888078 -0.06847582 -0.21498686 0.14966885 0.61696892 0.81819212 1.05709653 -0.09355143 0.24095683 0.05041154 0.68888078 1.05709653 2.01221682 0.37433952 0.28865620 0.66142602 -0.06847582 -0.09355143 0.37433952 0.34756678 0.13316507 0.23725940 -0.21498686 0.24095683 0.28865620 0.13316507 0.39407683 0.36931652 0.14966885 0.05041154 0.66142602 0.23725940 0.36931652 0.76056902 *** 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) = -0.2832055887 Kirchhoff stress 0.25471E-01 -0.22332E-01 -0.37268E-01 -0.22332E-01 -0.10698E-01 -0.95054E-01 -0.37268E-01 -0.95054E-01 -0.13693E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93482179 0.61967835 0.67573209 -0.06489704 -0.22003886 0.14131976 0.61967835 0.81992377 1.06607403 -0.09318125 0.23785120 0.06211587 0.67573209 1.06607403 1.98534516 0.36311359 0.26401753 0.65930458 -0.06489704 -0.09318125 0.36311359 0.34958266 0.12463395 0.23483593 -0.22003886 0.23785120 0.26401753 0.12463395 0.38102100 0.35817214 0.14131976 0.06211587 0.65930458 0.23483593 0.35817214 0.76938909 *** 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) = -0.2836873362 Kirchhoff stress 0.25990E-01 -0.21435E-01 -0.33762E-01 -0.21435E-01 -0.11820E-01 -0.94622E-01 -0.33762E-01 -0.94622E-01 -0.13290E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94545761 0.62264785 0.66332975 -0.06113238 -0.22432291 0.13293187 0.62264785 0.82222702 1.07406495 -0.09273060 0.23418799 0.07334932 0.66332975 1.07406495 1.95705580 0.35130849 0.23956294 0.65558066 -0.06113238 -0.09273060 0.35130849 0.35181904 0.11610396 0.23184797 -0.22432291 0.23418799 0.23956294 0.11610396 0.36871073 0.34645561 0.13293187 0.07334932 0.65558066 0.23184797 0.34645561 0.77722584 *** 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) = -0.2841915248 Kirchhoff stress 0.26396E-01 -0.20494E-01 -0.30298E-01 -0.20494E-01 -0.12915E-01 -0.93956E-01 -0.30298E-01 -0.93956E-01 -0.12867E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95584713 0.62132115 0.65171101 -0.05608893 -0.22782819 0.12453596 0.62132115 0.74971185 1.08098103 -0.07375418 0.22998124 0.08403752 0.65171101 1.08098103 1.92740548 0.33897348 0.21537437 0.65023540 -0.05608893 -0.07375418 0.33897348 0.34974900 0.10760654 0.22830789 -0.22782819 0.22998124 0.21537437 0.10760654 0.35718508 0.33420940 0.12453596 0.08403752 0.65023540 0.22830789 0.33420940 0.78401857 *** 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) = -0.2847175563 Kirchhoff stress 0.26562E-01 -0.19002E-01 -0.26890E-01 -0.19002E-01 -0.16044E-01 -0.93060E-01 -0.26890E-01 -0.93060E-01 -0.12426E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96671443 0.62982303 0.64083164 -0.05327361 -0.23056011 0.11616088 0.62982303 0.85278727 1.08563299 -0.09801539 0.22524368 0.09404442 0.64083164 1.08563299 1.89647935 0.32643918 0.19153385 0.64326208 -0.05327361 -0.09801539 0.32643918 0.35861211 0.09917629 0.22424716 -0.23056011 0.22524368 0.19153385 0.09917629 0.34647344 0.32148265 0.11616088 0.09404442 0.64326208 0.22424716 0.32148265 0.78971506 *** 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) = -0.2852696008 Kirchhoff stress 0.26749E-01 -0.18047E-01 -0.23552E-01 -0.18047E-01 -0.16826E-01 -0.91938E-01 -0.23552E-01 -0.91938E-01 -0.11970E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97731869 0.63359304 0.63088089 -0.04905952 -0.23251108 0.10786486 0.63359304 0.85546124 1.09046982 -0.09714090 0.22004318 0.10350533 0.63088089 1.09046982 1.86456824 0.31321051 0.16819423 0.63480701 -0.04905952 -0.09714090 0.31321051 0.36150982 0.09086084 0.21968429 -0.23251108 0.22004318 0.16819423 0.09086084 0.33663241 0.30837569 0.10786486 0.10350533 0.63480701 0.21968429 0.30837569 0.79436746 *** 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) = -0.2858383797 Kirchhoff stress 0.27437E-01 -0.17690E-01 -0.19371E-01 -0.17690E-01 -0.16914E-01 -0.91526E-01 -0.19371E-01 -0.91526E-01 -0.11360E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94972300 0.59955096 0.53404434 -0.00636920 -0.29183208 0.15782216 0.59955096 0.82049886 1.00639212 -0.05783354 0.15623755 0.17039770 0.53404434 1.00639212 1.62930036 0.38808856 0.01134599 0.75886174 -0.00636920 -0.05783354 0.38808856 0.32594335 0.14129636 0.15600042 -0.29183208 0.15623755 0.01134599 0.14129636 0.23886208 0.38373584 0.15782216 0.17039770 0.75886174 0.15600042 0.38373584 0.70900433 *** 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) = -0.2864262408 Kirchhoff stress 0.27360E-01 -0.16672E-01 -0.16268E-01 -0.16672E-01 -0.17573E-01 -0.89921E-01 -0.16268E-01 -0.89921E-01 -0.10886E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99695916 0.64077319 0.61068486 -0.03895781 -0.23623314 0.09375467 0.64077319 0.86101480 1.09378545 -0.09378156 0.20616774 0.12243182 0.61068486 1.09378545 1.79026804 0.28939239 0.11772677 0.61895491 -0.03895781 -0.09378156 0.28939239 0.36630227 0.07726984 0.20656142 -0.23623314 0.20616774 0.11772677 0.07726984 0.31567793 0.28515236 0.09375467 0.12243182 0.61895491 0.20656142 0.28515236 0.79630278 *** 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) = -0.2870237270 Kirchhoff stress 0.27231E-01 -0.15705E-01 -0.13191E-01 -0.15705E-01 -0.18088E-01 -0.88196E-01 -0.13191E-01 -0.88196E-01 -0.10389E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00699977 0.64527599 0.60336851 -0.03452183 -0.23591524 0.08589279 0.64527599 0.86491368 1.09512759 -0.09267040 0.19965520 0.12971994 0.60336851 1.09512759 1.75554947 0.27541996 0.09610016 0.60633956 -0.03452183 -0.09267040 0.27541996 0.36986110 0.06953176 0.20061360 -0.23591524 0.19965520 0.09610016 0.06953176 0.30843255 0.27133019 0.08589279 0.12971994 0.60633956 0.20061360 0.27133019 0.79744963 *** 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) = -0.2876286316 Kirchhoff stress 0.26995E-01 -0.14741E-01 -0.10235E-01 -0.14741E-01 -0.18515E-01 -0.86277E-01 -0.10235E-01 -0.86277E-01 -0.98849E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01680373 0.65003590 0.59700711 -0.03004980 -0.23484363 0.07822693 0.65003590 0.86921659 1.09536404 -0.09145412 0.19280414 0.13622051 0.59700711 1.09536404 1.72036901 0.26130445 0.07529935 0.59243536 -0.03004980 -0.09145412 0.26130445 0.37365763 0.06203042 0.19430499 -0.23484363 0.19280414 0.07529935 0.06203042 0.30213333 0.25736973 0.07822693 0.13622051 0.59243536 0.19430499 0.25736973 0.79749249 *** 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) = -0.2882383923 Kirchhoff stress 0.26654E-01 -0.13783E-01 -0.74118E-02 -0.13783E-01 -0.18853E-01 -0.84172E-01 -0.74118E-02 -0.84172E-01 -0.93746E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02632189 0.65503674 0.59160348 -0.02557102 -0.23303370 0.07078023 0.65503674 0.87382131 1.09449127 -0.09013484 0.18565065 0.14189930 0.59160348 1.09449127 1.68484182 0.24710494 0.05539158 0.57730210 -0.02557102 -0.09013484 0.24710494 0.37768497 0.05478869 0.18766976 -0.23303370 0.18565065 0.05539158 0.05478869 0.29678896 0.24332973 0.07078023 0.14189930 0.57730210 0.18766976 0.24332973 0.79643417 *** 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) = -0.2888504506 Kirchhoff stress 0.26212E-01 -0.12836E-01 -0.47326E-02 -0.12836E-01 -0.19101E-01 -0.81892E-01 -0.47326E-02 -0.81892E-01 -0.88608E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03547220 0.66024510 0.58717027 -0.02115566 -0.23048669 0.06356762 0.66024510 0.87871795 1.09247003 -0.08871554 0.17822065 0.14669396 0.58717027 1.09247003 1.64903048 0.23286005 0.03643068 0.56093715 -0.02115566 -0.08871554 0.23286005 0.38191363 0.04782080 0.18073204 -0.23048669 0.17822065 0.03643068 0.04782080 0.29241226 0.22924838 0.06356762 0.14669396 0.56093715 0.18073204 0.22924838 0.79423603 *** 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) = -0.2894622642 Kirchhoff stress 0.25671E-01 -0.11906E-01 -0.22071E-02 -0.11906E-01 -0.19260E-01 -0.79447E-01 -0.22071E-02 -0.79447E-01 -0.83455E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04424095 0.66565929 0.58371933 -0.01681370 -0.22722206 0.05662411 0.66565929 0.88387818 1.08942535 -0.08717115 0.17058459 0.15066670 0.58371933 1.08942535 1.61326945 0.21867087 0.01853083 0.54357096 -0.01681370 -0.08717115 0.21867087 0.38634589 0.04116089 0.17356056 -0.22722206 0.17058459 0.01853083 0.04116089 0.28901514 0.21522626 0.05662411 0.15066670 0.54357096 0.17356056 0.21522626 0.79102361 *** 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) = -0.2900713384 Kirchhoff stress 0.24956E-01 -0.11391E-01 -0.21400E-05 -0.11391E-01 -0.21304E-01 -0.77638E-01 -0.21400E-05 -0.77638E-01 -0.78623E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05258970 0.67107073 0.58116436 -0.01257795 -0.22328051 0.04989384 0.67107073 0.90836375 1.08743656 -0.08147803 0.16437995 0.16172816 0.58116436 1.08743656 1.57774060 0.20502554 0.00189254 0.52608078 -0.01257795 -0.08147803 0.20502554 0.39182330 0.03515949 0.16784624 -0.22328051 0.16437995 0.00189254 0.03515949 0.28671792 0.20196857 0.04989384 0.16172816 0.52608078 0.16784624 0.20196857 0.79007461 *** 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) = -0.2907004104 Kirchhoff stress 0.26306E-01 -0.10030E-01 0.30447E-02 -0.10030E-01 -0.21108E-01 -0.74676E-01 0.30447E-02 -0.74676E-01 -0.73157E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04066751 0.67691746 0.57735353 -0.01285848 -0.22708937 0.04179300 0.67691746 0.91324338 1.08217327 -0.07999188 0.15631062 0.16353325 0.57735353 1.08217327 1.54195611 0.19050644 -0.01479873 0.50646951 -0.01285848 -0.07999188 0.19050644 0.39555844 0.02724854 0.15974836 -0.22708937 0.15631062 -0.01479873 0.02724854 0.28166721 0.18738142 0.04179300 0.16353325 0.50646951 0.15974836 0.18738142 0.78443165 *** 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) = -0.2913237433 Kirchhoff stress 0.27313E-01 -0.10040E-01 0.58947E-02 -0.10040E-01 -0.20385E-01 -0.72169E-01 0.58947E-02 -0.72169E-01 -0.67708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.69127706 0.57497632 0.50579128 0.18766169 -0.38230058 0.12391391 0.57497632 0.88570006 1.05443229 -0.01879338 0.09964955 0.19118165 0.50579128 1.05443229 1.49267796 0.21583800 -0.06121865 0.50381323 0.18766169 -0.01879338 0.21583800 0.29140301 0.10991244 0.10299773 -0.38230058 0.09964955 -0.06121865 0.10991244 0.20898788 0.21338120 0.12391391 0.19118165 0.50381323 0.10299773 0.21338120 0.75603757 *** 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) = -0.2919469478 Kirchhoff stress 0.26470E-01 -0.91026E-02 0.77725E-02 -0.91026E-02 -0.20126E-01 -0.69110E-01 0.77725E-02 -0.69110E-01 -0.62683E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04126399 0.68545100 0.57510131 0.00139232 -0.22264748 0.03297880 0.68545100 0.92270569 1.06819203 -0.07469836 0.13826729 0.16536451 0.57510131 1.06819203 1.47189976 0.16413728 -0.04357270 0.46577649 0.00139232 -0.07469836 0.16413728 0.40089635 0.01936904 0.14192363 -0.22264748 0.13826729 -0.04357270 0.01936904 0.27834667 0.16179732 0.03297880 0.16536451 0.46577649 0.14192363 0.16179732 0.76967691 *** 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) = -0.2925581467 Kirchhoff stress 0.25682E-01 -0.82704E-02 0.95193E-02 -0.82704E-02 -0.19748E-01 -0.65979E-01 0.95193E-02 -0.65979E-01 -0.57717E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04649090 0.69132236 0.57618971 0.00480007 -0.21678310 0.02754585 0.69132236 0.92799786 1.05998669 -0.07268076 0.12991098 0.16456035 0.57618971 1.05998669 1.43782483 0.15089095 -0.05567818 0.44418030 0.00480007 -0.07268076 0.15089095 0.40571389 0.01437447 0.13380712 -0.21678310 0.12991098 -0.05567818 0.01437447 0.27939378 0.14870887 0.02754585 0.16456035 0.44418030 0.13380712 0.14870887 0.76132688 *** 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) = -0.2931555207 Kirchhoff stress 0.24825E-01 -0.74745E-02 0.11073E-01 -0.74745E-02 -0.19294E-01 -0.62760E-01 0.11073E-01 -0.62760E-01 -0.52853E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05121399 0.69725840 0.57820205 0.00796837 -0.21033872 0.02246060 0.69725840 0.93339317 1.05089952 -0.07047736 0.12157059 0.16288502 0.57820205 1.05089952 1.40448219 0.13799067 -0.06648344 0.42201098 0.00796837 -0.07047736 0.13799067 0.41061558 0.00975880 0.12566869 -0.21033872 0.12157059 -0.06648344 0.00975880 0.28135950 0.13596671 0.02246060 0.16288502 0.42201098 0.12566869 0.13596671 0.75210810 *** 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) = -0.2937369684 Kirchhoff stress 0.23904E-01 -0.67167E-02 0.12429E-01 -0.67167E-02 -0.18765E-01 -0.59464E-01 0.12429E-01 -0.59464E-01 -0.48111E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05536363 0.70320540 0.58111257 0.01084149 -0.20334851 0.01773440 0.70320540 0.93886039 1.04098441 -0.06809956 0.11328348 0.16036043 0.58111257 1.04098441 1.37199274 0.12548257 -0.07597017 0.39937286 0.01084149 -0.06809956 0.12548257 0.41555150 0.00553144 0.11754474 -0.20334851 0.11328348 -0.07597017 0.00553144 0.28421824 0.12361613 0.01773440 0.16036043 0.39937286 0.11754474 0.12361613 0.74207474 *** 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) = -0.2943004744 Kirchhoff stress 0.22923E-01 -0.59985E-02 0.13583E-01 -0.59985E-02 -0.18166E-01 -0.56104E-01 0.13583E-01 -0.56104E-01 -0.43506E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05902590 0.70915165 0.58493369 0.01342092 -0.19580054 0.01336667 0.70915165 0.94440776 1.03029618 -0.06553159 0.10508437 0.15700722 0.58493369 1.03029618 1.34050367 0.11340115 -0.08408857 0.37635644 0.01342092 -0.06553159 0.11340115 0.42051372 0.00168972 0.10946925 -0.19580054 0.10508437 -0.08408857 0.00168972 0.28798268 0.11169084 0.01336667 0.15700722 0.37635644 0.10946925 0.11169084 0.73128183 *** 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) = -0.2948441133 Kirchhoff stress 0.21888E-01 -0.53209E-02 0.14534E-01 -0.53209E-02 -0.17500E-01 -0.52696E-01 0.14534E-01 -0.52696E-01 -0.39057E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06211714 0.71504829 0.58960972 0.01567583 -0.18776098 0.00937346 0.71504829 0.95002083 1.01892438 -0.06277805 0.09701235 0.15288200 0.58960972 1.01892438 1.31015052 0.10179961 -0.09084239 0.35310302 0.01567583 -0.06277805 0.10179961 0.42545697 -0.00175247 0.10148069 -0.18776098 0.09701235 -0.09084239 -0.00175247 0.29259738 0.10024317 0.00937346 0.15288200 0.35310302 0.10148069 0.10024317 0.71981904 *** 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) = -0.2953660550 Kirchhoff stress 0.20803E-01 -0.46847E-02 0.15279E-01 -0.46847E-02 -0.16769E-01 -0.49250E-01 0.15279E-01 -0.49250E-01 -0.34779E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06467635 0.72085490 0.59514570 0.01757801 -0.17922082 0.00575145 0.72085490 0.95566208 1.00688059 -0.05985193 0.08908981 0.14797630 0.59514570 1.00688059 1.28099170 0.09069724 -0.09620640 0.32964743 0.01757801 -0.05985193 0.09069724 0.43034442 -0.00480077 0.09360100 -0.17922082 0.08908981 -0.09620640 -0.00480077 0.29806772 0.08929160 0.00575145 0.14797630 0.32964743 0.09360100 0.08929160 0.70769804 *** 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) = -0.2958645669 Kirchhoff stress 0.19673E-01 -0.40903E-02 0.15817E-01 -0.40903E-02 -0.15978E-01 -0.45781E-01 0.15817E-01 -0.45781E-01 -0.30686E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06673052 0.72656290 0.60149853 0.01915333 -0.17022969 0.00250868 0.72656290 0.96133480 0.99422673 -0.05673740 0.08134660 0.14232450 0.60149853 0.99422673 1.25312255 0.08012961 -0.10018967 0.30608719 0.01915333 -0.05673740 0.08012961 0.43517085 -0.00744957 0.08585980 -0.17022969 0.08134660 -0.10018967 -0.00744957 0.30435096 0.07887085 0.00250868 0.14232450 0.30608719 0.08585980 0.07887085 0.69498078 *** 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) = -0.2963380176 Kirchhoff stress 0.18503E-01 -0.35380E-02 0.16146E-01 -0.35380E-02 -0.15130E-01 -0.42302E-01 0.16146E-01 -0.42302E-01 -0.26793E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06821962 0.73208740 0.60865309 0.02032573 -0.16080045 -0.00035416 0.73208740 0.96698793 0.98101830 -0.05347788 0.07380872 0.13595826 0.60865309 0.98101830 1.22664365 0.07012504 -0.10277901 0.28251023 0.02032573 -0.05347788 0.07012504 0.43985469 -0.00970063 0.07828297 -0.16080045 0.07380872 -0.10277901 -0.00970063 0.31143235 0.06900845 -0.00035416 0.13595826 0.28251023 0.07828297 0.06900845 0.68172268 *** 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) = -0.2967848783 Kirchhoff stress 0.17296E-01 -0.30277E-02 0.16268E-01 -0.30277E-02 -0.14228E-01 -0.38825E-01 0.16268E-01 -0.38825E-01 -0.23114E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06923914 0.73744400 0.61657921 0.02115729 -0.15096436 -0.00283274 0.73744400 0.97264955 0.96731546 -0.05004399 0.06650185 0.12891624 0.61657921 0.96731546 1.20163944 0.06071134 -0.10397586 0.25900278 0.02115729 -0.05004399 0.06071134 0.44441465 -0.01155222 0.07089630 -0.15096436 0.06650185 -0.10397586 -0.01155222 0.31928224 0.05973140 -0.00283274 0.12891624 0.25900278 0.07089630 0.05973140 0.66798382 *** 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) = -0.2972037248 Kirchhoff stress 0.16057E-01 -0.25593E-02 0.16183E-01 -0.25593E-02 -0.13276E-01 -0.35363E-01 0.16183E-01 -0.35363E-01 -0.19660E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06975616 0.74257134 0.62524962 0.02160754 -0.14074986 -0.00492509 0.74257134 0.97828942 0.95317776 -0.04646828 0.05944744 0.12123619 0.62524962 0.95317776 1.17819163 0.05191181 -0.10378765 0.23565159 0.02160754 -0.04646828 0.05191181 0.44879232 -0.01300502 0.06372149 -0.14074986 0.05944744 -0.10378765 -0.01300502 0.32787377 0.05106222 -0.00492509 0.12123619 0.23565159 0.06372149 0.05106222 0.65382352 *** 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) = -0.2975932384 Kirchhoff stress 0.14790E-01 -0.21323E-02 0.15891E-01 -0.21323E-02 -0.12278E-01 -0.31928E-01 0.15891E-01 -0.31928E-01 -0.16444E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06976294 0.74741681 0.63463361 0.02165396 -0.13018499 -0.00663026 0.74741681 0.98387765 0.93866082 -0.04278133 0.05266555 0.11295789 0.63463361 0.93866082 1.15637083 0.04374705 -0.10222367 0.21253666 0.02165396 -0.04278133 0.04374705 0.45293789 -0.01406078 0.05677907 -0.13018499 0.05266555 -0.10222367 -0.01406078 0.33717679 0.04302078 -0.00663026 0.11295789 0.21253666 0.05677907 0.04302078 0.63929717 *** 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) = -0.2979522068 Kirchhoff stress 0.13499E-01 -0.17462E-02 0.15395E-01 -0.17462E-02 -0.11237E-01 -0.28533E-01 0.15395E-01 -0.28533E-01 -0.13476E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06932479 0.75197602 0.64470490 0.02133412 -0.11929581 -0.00794777 0.75197602 0.98942606 0.92382438 -0.03897639 0.04617446 0.10412004 0.64470490 0.92382438 1.13625135 0.03623715 -0.09929018 0.18973504 0.02133412 -0.03897639 0.03623715 0.45684956 -0.01472177 0.05008793 -0.11929581 0.04617446 -0.09929018 -0.01472177 0.34716559 0.03562646 -0.00794777 0.10412004 0.18973504 0.05008793 0.03562646 0.62446417 *** 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) = -0.2982795240 Kirchhoff stress 0.12188E-01 -0.14005E-02 0.14697E-01 -0.14005E-02 -0.10155E-01 -0.25189E-01 0.14697E-01 -0.25189E-01 -0.10766E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06844909 0.75622109 0.65541928 0.02066206 -0.10812657 -0.00887301 0.75622109 0.99492109 0.90872353 -0.03506916 0.03999047 0.09476821 0.65541928 0.90872353 1.11788447 0.02940001 -0.09501742 0.16732853 0.02066206 -0.03506916 0.02940001 0.46050186 -0.01498615 0.04366519 -0.10812657 0.03999047 -0.09501742 -0.01498615 0.35779657 0.02889648 -0.00887301 0.09476821 0.16732853 0.04366519 0.02889648 0.60937926 *** 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) = -0.2985741906 Kirchhoff stress 0.10861E-01 -0.10944E-02 0.13801E-01 -0.10944E-02 -0.90377E-02 -0.21908E-01 0.13801E-01 -0.21908E-01 -0.83220E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06715369 0.76010024 0.66677258 0.01960991 -0.09668065 -0.00940966 0.76010024 1.00033919 0.89342547 -0.03110075 0.03412905 0.08494603 0.66677258 0.89342547 1.10135471 0.02324892 -0.08939897 0.14538934 0.01960991 -0.03110075 0.02324892 0.46384068 -0.01486050 0.03752734 -0.09668065 0.03412905 -0.08939897 -0.01486050 0.36906162 0.02284351 -0.00940966 0.08494603 0.14538934 0.03752734 0.02284351 0.59410458 *** 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) = -0.2988350915 Kirchhoff stress 0.95214E-02 -0.81351E-03 0.12724E-01 -0.81351E-03 -0.77024E-02 -0.18502E-01 0.12724E-01 -0.18502E-01 -0.59404E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06541061 0.76350543 0.67859068 0.01819105 -0.08504511 -0.00963835 0.76350543 0.97441091 0.84183002 -0.02945373 0.02606323 0.04098737 0.67859068 0.84183002 1.04485345 0.01507113 -0.08543623 0.08500132 0.01819105 -0.02945373 0.01507113 0.46666480 -0.01453357 0.02914178 -0.08504511 0.02606323 -0.08543623 -0.01453357 0.38067672 0.01474574 -0.00963835 0.04098737 0.08500132 0.02914178 0.01474574 0.54233364 *** 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) = -0.2990696950 Kirchhoff stress 0.81616E-02 -0.66713E-03 0.11353E-01 -0.66713E-03 -0.77824E-02 -0.16720E-01 0.11353E-01 -0.16720E-01 -0.54851E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06331751 0.76609313 0.69055106 0.01640166 -0.07319831 -0.00988424 0.76609313 1.01625341 0.86858710 -0.02269445 0.02382949 0.07038804 0.69055106 0.86858710 1.08097446 0.01349417 -0.07381553 0.11043510 0.01640166 -0.02269445 0.01349417 0.46952063 -0.01340927 0.02659911 -0.07319831 0.02382949 -0.07381553 -0.01340927 0.39333065 0.01329791 -0.00988424 0.07038804 0.11043510 0.02659911 0.01329791 0.57057015 *** 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) = -0.2992719683 Kirchhoff stress 0.68008E-02 -0.46182E-03 0.98990E-02 -0.46182E-03 -0.65373E-02 -0.13636E-01 0.98990E-02 -0.13636E-01 -0.38199E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06085807 0.76873732 0.70355119 0.01434386 -0.06118197 -0.00922079 0.76873732 1.02128409 0.85276720 -0.01874080 0.01892107 0.05925058 0.70355119 0.85276720 1.06973579 0.00938715 -0.06447005 0.08996472 0.01434386 -0.01874080 0.00938715 0.47180475 -0.01212775 0.02130112 -0.06118197 0.01892107 -0.06447005 -0.01212775 0.40622779 0.00925003 -0.00922079 0.05925058 0.08996472 0.02130112 0.00925003 0.55476710 *** 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) = -0.2994382516 Kirchhoff stress 0.54363E-02 -0.29478E-03 0.82618E-02 -0.29478E-03 -0.52675E-02 -0.10659E-01 0.82618E-02 -0.10659E-01 -0.24504E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05807111 0.77093759 0.71702657 0.01199371 -0.04904548 -0.00816270 0.77093759 1.02617426 0.83695562 -0.01481117 0.01437870 0.04780973 0.71702657 0.83695562 1.06049070 0.00601589 -0.05389609 0.07023661 0.01199371 -0.01481117 0.00601589 0.47370854 -0.01046037 0.01633793 -0.04904548 0.01437870 -0.05389609 -0.01046037 0.41960440 0.00592769 -0.00816270 0.04780973 0.07023661 0.01633793 0.00592769 0.53898356 *** 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) = -0.2995680723 Kirchhoff stress 0.40711E-02 -0.16547E-03 0.64468E-02 -0.16547E-03 -0.39761E-02 -0.77975E-02 0.64468E-02 -0.77975E-02 -0.13808E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05498361 0.77266385 0.73095660 0.00935700 -0.03680426 -0.00671200 0.77266385 1.03089378 0.82120112 -0.01094458 0.01021106 0.03610864 0.73095660 0.82120112 1.05327723 0.00338702 -0.04210616 0.05130628 0.00935700 -0.01094458 0.00338702 0.47520303 -0.00841178 0.01171993 -0.03680426 0.01021106 -0.04210616 -0.00841178 0.43344059 0.00333721 -0.00671200 0.03610864 0.05130628 0.01171993 0.00333721 0.52326768 *** 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) = -0.2996610631 Kirchhoff stress 0.27081E-02 -0.73429E-04 0.44604E-02 -0.73429E-04 -0.26659E-02 -0.50615E-02 0.44604E-02 -0.50615E-02 -0.61449E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05157370 0.77390570 0.74525928 0.00646135 -0.02453762 -0.00486638 0.77390570 1.03544841 0.80557543 -0.00716696 0.00642322 0.02421083 0.74525928 0.80557543 1.04809886 0.00150647 -0.02918117 0.03325489 0.00646135 -0.00716696 0.00150647 0.47627868 -0.00598226 0.00745407 -0.02453762 0.00642322 -0.02918117 -0.00598226 0.44765512 0.00148427 -0.00486638 0.02421083 0.03325489 0.00745407 0.00148427 0.50769059 *** 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) = -0.2997169622 Kirchhoff stress 0.13502E-02 -0.18340E-04 0.23092E-02 -0.18340E-04 -0.13396E-02 -0.24596E-02 0.23092E-02 -0.24596E-02 -0.15373E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04789253 0.77465417 0.75991580 0.00333269 -0.01226308 -0.00262916 0.77465417 1.03982889 0.79013882 -0.00350896 0.00301821 0.01217051 0.75991580 0.79013882 1.04500301 0.00037696 -0.01513787 0.01614666 0.00333269 -0.00350896 0.00037696 0.47692720 -0.00317763 0.00354540 -0.01226308 0.00301821 -0.01513787 -0.00317763 0.46222996 0.00037140 -0.00262916 0.01217051 0.01614666 0.00354540 0.00037140 0.49231192 *** 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) = -0.2997356127 Kirchhoff stress 0.22574E-07 0.12779E-16 -0.35251E-17 0.15129E-16 0.22574E-07 -0.26071E-16 -0.35251E-17 -0.23354E-16 0.22574E-07 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04398346 0.77490381 0.77490381 -0.00000000 -0.00000000 0.00000000 0.77490381 1.04398346 0.77490381 -0.00000000 -0.00000000 0.00000000 0.77490381 0.77490381 1.04398346 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.47714348 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.47714348 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.47714348 * CB-KIM calculation successfully completed