---------------------------------------------------------------------------- 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_Mendelev_King_Cu__MO_748636486270_004 Maximum cut-off distance: 6.0000000000 **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 0.00000000000000000051 1.81951492899572175865 1.81951492899572175865 1.81951492899572286888 -0.00000000000000000115 1.81951492899572286888 1.81951492899572309092 1.81951492899572309092 0.00000000000000000979 **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) = -0.2841020718 Kirchhoff stress 0.89438E-08 -0.43195E-18 -0.66596E-18 -0.43195E-18 0.89438E-08 -0.11879E-17 -0.89994E-19 -0.11789E-17 0.89438E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08682104 0.79385798 0.79385798 0.00000000 -0.00000000 -0.00000000 0.79385798 1.08682104 0.79385798 0.00000000 0.00000000 0.00000000 0.79385798 0.79385798 1.08682104 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.52252432 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.52252432 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.52252432 *** 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) = -0.2840816658 Kirchhoff stress -0.16081E-02 0.15956E-04 -0.26344E-02 0.15956E-04 0.13300E-02 0.25976E-02 -0.26344E-02 0.25976E-02 -0.74337E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14026355 0.79335432 0.79866709 -0.00329068 0.00862171 -0.00369519 0.79335432 1.03547635 0.79127659 0.00416736 0.00370587 -0.00608931 0.79866709 0.79127659 1.08937723 0.00026933 0.01272486 -0.00972055 -0.00329068 0.00416736 0.00026933 0.52203290 -0.00351132 0.00351468 0.00862171 0.00370587 0.01272486 -0.00351132 0.52735441 0.00026723 -0.00369519 -0.00608931 -0.00972055 0.00351468 0.00026723 0.51992796 *** 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) = -0.2840202228 Kirchhoff stress -0.35090E-02 0.61789E-04 -0.53253E-02 0.61789E-04 0.24171E-02 0.51776E-02 -0.53253E-02 0.51776E-02 -0.30019E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19217753 0.79185842 0.80580932 -0.00556102 0.01935478 -0.00720144 0.79185842 0.98970055 0.79057939 0.00898260 0.00725270 -0.00948810 0.80580932 0.79057939 1.09686182 0.00108764 0.02868541 -0.01687545 -0.00556102 0.00898260 0.00108764 0.52057388 -0.00684157 0.00686357 0.01935478 0.00725270 0.02868541 -0.00684157 0.53452320 0.00107924 -0.00720144 -0.00948810 -0.01687545 0.00686357 0.00107924 0.51922245 *** 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) = -0.2839170941 Kirchhoff stress -0.56953E-02 0.13154E-03 -0.80907E-02 0.13154E-03 0.33140E-02 0.77560E-02 -0.80907E-02 0.77560E-02 -0.68606E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23908595 0.78944830 0.81516283 -0.00673554 0.03158080 -0.01034130 0.78944830 0.95243939 0.79114814 0.01417212 0.01048879 -0.01040300 0.81516283 0.79114814 1.10869741 0.00248358 0.04789518 -0.02212658 -0.00673554 0.01417212 0.00248358 0.51822546 -0.00981380 0.00989565 0.03158080 0.01048879 0.04789518 -0.00981380 0.54390858 0.00246469 -0.01034130 -0.01040300 -0.02212658 0.00989565 0.00246469 0.51979031 *** 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) = -0.2837712844 Kirchhoff stress -0.81385E-02 0.21576E-03 -0.10944E-01 0.21576E-03 0.40845E-02 0.10341E-01 -0.10944E-01 0.10341E-01 -0.12464E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27786938 0.78623440 0.82640665 -0.00682773 0.04455268 -0.01294841 0.78623440 0.92564476 0.79210917 0.01944244 0.01330374 -0.00947599 0.82640665 0.79210917 1.12397223 0.00450534 0.07015723 -0.02631308 -0.00682773 0.01944244 0.00450534 0.51509815 -0.01226222 0.01250132 0.04455268 0.01330374 0.07015723 -0.01226222 0.55518929 0.00447192 -0.01294841 -0.00947599 -0.02631308 0.01250132 0.00447192 0.52075845 *** 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) = -0.2835815912 Kirchhoff stress -0.10790E-01 0.30251E-03 -0.13893E-01 0.30251E-03 0.47940E-02 0.12932E-01 -0.13893E-01 0.12932E-01 -0.20018E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.30593203 0.78235029 0.83905152 -0.00592685 0.05746217 -0.01488049 0.78235029 0.90962251 0.79229027 0.02453438 0.01564773 -0.00793727 0.83905152 0.79229027 1.14144653 0.00722345 0.09509004 -0.03046503 -0.00592685 0.02453438 0.00722345 0.51132551 -0.01404519 0.01463160 0.05746217 0.01564773 0.09509004 -0.01404519 0.56787579 0.00717156 -0.01488049 -0.00793727 -0.03046503 0.01463160 0.00717156 0.52095514 *** 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) = -0.2833468169 Kirchhoff stress -0.13586E-01 0.37864E-03 -0.16938E-01 0.37864E-03 0.54962E-02 0.15510E-01 -0.16938E-01 0.15510E-01 -0.29798E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32130050 0.77794864 0.85246516 -0.00418560 0.06948393 -0.01602423 0.77794864 0.90242474 0.79029024 0.02928424 0.01754671 -0.00764953 0.85246516 0.79029024 1.15965722 0.01072625 0.12213835 -0.03570855 -0.00418560 0.02928424 0.01072625 0.50706029 -0.01504996 0.01631335 0.06948393 0.01754671 0.12213835 -0.01504996 0.58133562 0.01065208 -0.01602423 -0.00764953 -0.03570855 0.01631335 0.01065208 0.51897980 *** 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) = -0.2830660734 Kirchhoff stress -0.16448E-01 0.43172E-03 -0.20071E-01 0.43172E-03 0.62154E-02 0.18039E-01 -0.20071E-01 0.18039E-01 -0.42148E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32268073 0.77316332 0.86593293 -0.00182523 0.07983920 -0.01629739 0.77316332 0.89894734 0.78445850 0.03368946 0.01912614 -0.01126789 0.86593293 0.78445850 1.17698766 0.01511930 0.15061700 -0.04325216 -0.00182523 0.03368946 0.01511930 0.50243658 -0.01519478 0.01767298 0.07983920 0.01912614 0.15061700 -0.01519478 0.59485408 0.01501913 -0.01629739 -0.01126789 -0.04325216 0.01767298 0.01501913 0.51318261 *** 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) = -0.2827391780 Kirchhoff stress -0.19291E-01 0.45187E-03 -0.23274E-01 0.45187E-03 0.69350E-02 0.20458E-01 -0.23274E-01 0.20458E-01 -0.57470E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.30945828 0.76813326 0.87864908 0.00090523 0.08778750 -0.01564874 0.76813326 0.89587271 0.77356086 0.03775331 0.02054024 -0.02046565 0.87864908 0.77356086 1.19180843 0.02048544 0.17967283 -0.05408773 0.00090523 0.03775331 0.02048544 0.49759346 -0.01442891 0.01886565 0.08778750 0.02054024 0.17967283 -0.01442891 0.60762544 0.02035566 -0.01564874 -0.02046565 -0.05408773 0.01886565 0.02035566 0.50233006 *** 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) = -0.2823669372 Kirchhoff stress -0.22023E-01 0.43131E-03 -0.26520E-01 0.43131E-03 0.76299E-02 0.22701E-01 -0.26520E-01 0.22701E-01 -0.76160E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28167318 0.76295659 0.88979279 0.00370620 0.09268635 -0.01404969 0.76295659 0.89292878 0.75703067 0.04125678 0.02190010 -0.03535206 0.88979279 0.75703067 1.20264023 0.02684965 0.20833420 -0.06885280 0.00370620 0.04125678 0.02684965 0.49262864 -0.01272438 0.02000348 0.09268635 0.02190010 0.20833420 -0.01272438 0.61882896 0.02668677 -0.01404969 -0.03535206 -0.06885280 0.02000348 0.02668677 0.48585566 *** 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) = -0.2819512652 Kirchhoff stress -0.24553E-01 0.36443E-03 -0.29776E-01 0.36443E-03 0.82615E-02 0.24698E-01 -0.29776E-01 0.24698E-01 -0.98571E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23998802 0.75770674 0.89855038 0.00627385 0.09399483 -0.01149090 0.75770674 0.88699582 0.73455668 0.04401833 0.02331909 -0.05611382 0.89855038 0.73455668 1.20822548 0.03417342 0.23551285 -0.08786874 0.00627385 0.04401833 0.03417342 0.48761503 -0.01007244 0.02120086 0.09399483 0.02331909 0.23551285 -0.01007244 0.62765105 0.03397410 -0.01149090 -0.05611382 -0.08786874 0.02120086 0.03397410 0.46344819 *** 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) = -0.2814953045 Kirchhoff stress -0.26793E-01 0.24878E-03 -0.33000E-01 0.24878E-03 0.87780E-02 0.26378E-01 -0.33000E-01 0.26378E-01 -0.12496E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18562936 0.75262896 0.90415302 0.00833954 0.09128096 -0.00796964 0.75262896 0.87751860 0.70651577 0.04644899 0.02483618 -0.08206285 0.90415302 0.70651577 1.20771599 0.04230599 0.26000164 -0.11089878 0.00833954 0.04644899 0.04230599 0.48279728 -0.00647088 0.02249780 0.09128096 0.02483618 0.26000164 -0.00647088 0.63332302 0.04206701 -0.00796964 -0.08206285 -0.11089878 0.02249780 0.04206701 0.43548454 *** 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) = -0.2810034075 Kirchhoff stress -0.28658E-01 0.86319E-04 -0.36146E-01 0.86319E-04 0.91426E-02 0.27684E-01 -0.36146E-01 0.27684E-01 -0.15542E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12030092 0.74840859 0.90590140 0.00951727 0.08421052 -0.00347516 0.74840859 0.86915718 0.67422616 0.04837070 0.02634722 -0.11129380 0.90590140 0.67422616 1.20082933 0.05093007 0.28045249 -0.13695731 0.00951727 0.04837070 0.05093007 0.47885978 -0.00190940 0.02379119 0.08421052 0.02634722 0.28045249 -0.00190940 0.63514574 0.05064835 -0.00347516 -0.11129380 -0.13695731 0.02379119 0.05064835 0.40328267 *** 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) = -0.2804809047 Kirchhoff stress -0.30069E-01 -0.12198E-03 -0.39168E-01 -0.12198E-03 0.93535E-02 0.28581E-01 -0.39168E-01 0.28581E-01 -0.18975E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04606434 0.74570799 0.90319779 0.00939343 0.07253430 0.00203273 0.74570799 0.86681678 0.64023581 0.04916006 0.02751677 -0.14028219 0.90319779 0.64023581 1.18802116 0.05949718 0.29535094 -0.16409352 0.00939343 0.04916006 0.05949718 0.47646366 0.00365182 0.02474662 0.07253430 0.02751677 0.29535094 0.00365182 0.63252166 0.05916980 0.00203273 -0.14028219 -0.16409352 0.02474662 0.05916980 0.36939011 *** 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) = -0.2799336919 Kirchhoff stress -0.30957E-01 -0.37868E-03 -0.42021E-01 -0.37868E-03 0.94592E-02 0.29080E-01 -0.42021E-01 0.29080E-01 -0.22738E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96526502 0.74524024 0.89563031 0.00754313 0.05611430 0.00865814 0.74524024 0.87743874 0.60868933 0.04797875 0.02766292 -0.16337802 0.89563031 0.60868933 1.17076699 0.06714999 0.30303420 -0.18911286 0.00754313 0.04797875 0.06714999 0.47632077 0.01031659 0.02468323 0.05611430 0.02766292 0.30303420 0.01031659 0.62503907 0.06677421 0.00865814 -0.16337802 -0.18911286 0.02468323 0.06677421 0.33795102 *** 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) = -0.2793675748 Kirchhoff stress -0.31257E-01 -0.69505E-03 -0.44668E-01 -0.69505E-03 0.95888E-02 0.29254E-01 -0.44668E-01 0.29254E-01 -0.26717E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88036728 0.74785972 0.88291860 0.00351729 0.03481717 0.01661650 0.74785972 0.91247827 0.58580350 0.04340050 0.02561448 -0.17264865 0.88291860 0.58580350 1.15164893 0.07263080 0.30153974 -0.20734406 0.00351729 0.04340050 0.07263080 0.47928419 0.01830011 0.02243083 0.03481717 0.02561448 0.30153974 0.01830011 0.61241782 0.07220407 0.01661650 -0.17264865 -0.20734406 0.02243083 0.07220407 0.31518174 *** 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) = -0.2787873030 Kirchhoff stress -0.30921E-01 -0.10913E-02 -0.47089E-01 -0.10913E-02 0.99777E-02 0.29260E-01 -0.47089E-01 0.29260E-01 -0.30727E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79460098 0.75197149 0.86653127 -0.00139716 0.01092123 0.02552565 0.75197149 0.97886116 0.57813463 0.03815869 0.02177220 -0.16127404 0.86653127 0.57813463 1.13708713 0.07575099 0.29159082 -0.21271699 -0.00139716 0.03815869 0.07575099 0.48375751 0.02722017 0.01839113 0.01092123 0.02177220 0.29159082 0.02722017 0.59612667 0.07527095 0.02552565 -0.16127404 -0.21271699 0.01839113 0.07527095 0.30763802 *** 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) = -0.2781957315 Kirchhoff stress -0.29983E-01 -0.15405E-02 -0.49290E-01 -0.15405E-02 0.10815E-01 0.29242E-01 -0.49290E-01 0.29242E-01 -0.34633E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71418504 0.75310942 0.85309910 -0.00363920 -0.00767247 0.03418908 0.75310942 1.05536839 0.57682958 0.04268352 0.02154637 -0.14273125 0.85309910 0.57682958 1.13144792 0.08023668 0.28327207 -0.21090396 -0.00363920 0.04268352 0.08023668 0.48527304 0.03588026 0.01797531 -0.00767247 0.02154637 0.28327207 0.03588026 0.58279646 0.07970126 0.03418908 -0.14273125 -0.21090396 0.01797531 0.07970126 0.30646609 *** 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) = -0.2775944351 Kirchhoff stress -0.28524E-01 -0.19791E-02 -0.51285E-01 -0.19791E-02 0.12137E-01 0.29211E-01 -0.51285E-01 0.29211E-01 -0.38437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.64110567 0.75194492 0.84287966 -0.00355836 -0.02098587 0.04276342 0.75194492 1.13639561 0.57563706 0.05718738 0.02564274 -0.12391069 0.84287966 0.57563706 1.13042214 0.08656724 0.27706093 -0.20764262 -0.00355836 0.05718738 0.08656724 0.48449722 0.04443712 0.02188993 -0.02098587 0.02564274 0.27706093 0.04443712 0.57268138 0.08597460 0.04276342 -0.12391069 -0.20764262 0.02188993 0.08597460 0.30541055 *** 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) = -0.2769845034 Kirchhoff stress -0.26632E-01 -0.23710E-02 -0.53098E-01 -0.23710E-02 0.13900E-01 0.29140E-01 -0.53098E-01 0.29140E-01 -0.42165E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.57649990 0.74732173 0.83526189 -0.00226083 -0.02998940 0.05067316 0.74732173 1.19676796 0.57072419 0.07229983 0.03005231 -0.11522384 0.83526189 0.57072419 1.13319166 0.09263754 0.27117045 -0.20441636 -0.00226083 0.07229983 0.09263754 0.48027181 0.05231541 0.02612683 -0.02998940 0.03005231 0.27117045 0.05231541 0.56516993 0.09198611 0.05067316 -0.11522384 -0.20441636 0.02612683 0.09198611 0.30063745 *** 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) = -0.2763672817 Kirchhoff stress -0.24396E-01 -0.27288E-02 -0.54769E-01 -0.27288E-02 0.15935E-01 0.28954E-01 -0.54769E-01 0.28954E-01 -0.45847E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52134375 0.73985451 0.83006005 -0.00029491 -0.03544566 0.05815293 0.73985451 1.23077690 0.56197816 0.08488013 0.03341405 -0.11848827 0.83006005 0.56197816 1.13968868 0.09752995 0.26441932 -0.20104738 -0.00029491 0.08488013 0.09752995 0.47321341 0.05974992 0.02932581 -0.03544566 0.03341405 0.26441932 0.05974992 0.56007992 0.09681840 0.05815293 -0.11848827 -0.20104738 0.02932581 0.09681840 0.29203684 *** 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) = -0.2757446610 Kirchhoff stress -0.21898E-01 -0.30700E-02 -0.56338E-01 -0.30700E-02 0.18089E-01 0.28594E-01 -0.56338E-01 0.28594E-01 -0.49502E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.47633501 0.73087729 0.82729824 0.00197253 -0.03809788 0.06577639 0.73087729 1.24408662 0.55134411 0.09499019 0.03566864 -0.13062715 0.82729824 0.55134411 1.15037009 0.10089880 0.25593513 -0.19641959 0.00197253 0.09499019 0.10089880 0.46465445 0.06731460 0.03142832 -0.03809788 0.03566864 0.25593513 0.06731460 0.55743543 0.10012608 0.06577639 -0.13062715 -0.19641959 0.03142832 0.10012608 0.28155324 *** 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) = -0.2751188703 Kirchhoff stress -0.19207E-01 -0.34127E-02 -0.57844E-01 -0.34127E-02 0.20243E-01 0.28024E-01 -0.57844E-01 0.28024E-01 -0.53127E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.44161967 0.72143651 0.82673864 0.00419535 -0.03863099 0.07389142 0.72143651 1.24216180 0.54043501 0.10276680 0.03685429 -0.14876445 0.82673864 0.54043501 1.16504337 0.10266282 0.24535389 -0.18985289 0.00419535 0.10276680 0.10266282 0.45563982 0.07535770 0.03247328 -0.03863099 0.03685429 0.24535389 0.07535770 0.55699865 0.10182810 0.07389142 -0.14876445 -0.18985289 0.03247328 0.10182810 0.27079903 *** 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) = -0.2744923233 Kirchhoff stress -0.16386E-01 -0.37656E-02 -0.59302E-01 -0.37656E-02 0.22308E-01 0.27214E-01 -0.59302E-01 0.27214E-01 -0.56726E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41483094 0.71122763 0.82461755 0.00725490 -0.03678300 0.08112536 0.71122763 1.22907412 0.52777431 0.10942365 0.03872836 -0.17197066 0.82461755 0.52777431 1.17547842 0.10580137 0.23667824 -0.18537287 0.00725490 0.10942365 0.10580137 0.44586333 0.08250699 0.03421862 -0.03678300 0.03872836 0.23667824 0.08250699 0.55500571 0.10490410 0.08112536 -0.17197066 -0.18537287 0.03421862 0.10490410 0.25829704 *** 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) = -0.2738677201 Kirchhoff stress -0.13495E-01 -0.41230E-02 -0.60698E-01 -0.41230E-02 0.24211E-01 0.26131E-01 -0.60698E-01 0.26131E-01 -0.60324E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.39586379 0.70067830 0.82066491 0.01069290 -0.03231388 0.08708969 0.70067830 1.20932670 0.51411244 0.11528739 0.04167931 -0.19817141 0.82066491 0.51411244 1.18079944 0.11069065 0.23092694 -0.18333883 0.01069290 0.11528739 0.11069065 0.43575067 0.08837451 0.03705310 -0.03231388 0.04167931 0.23092694 0.08837451 0.55118584 0.10973057 0.08708969 -0.19817141 -0.18333883 0.03705310 0.10973057 0.24479692 *** 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) = -0.2732479077 Kirchhoff stress -0.10598E-01 -0.44740E-02 -0.62027E-01 -0.44740E-02 0.25912E-01 0.24762E-01 -0.62027E-01 0.24762E-01 -0.63939E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38506563 0.69036407 0.81588646 0.01352646 -0.02516974 0.09177583 0.69036407 1.18710018 0.50083896 0.12030969 0.04553841 -0.22513071 0.81588646 0.50083896 1.18278006 0.11675921 0.22805043 -0.18284413 0.01352646 0.12030969 0.11675921 0.42587551 0.09295232 0.04080814 -0.02516974 0.04553841 0.22805043 0.09295232 0.54654408 0.11573635 0.09177583 -0.22513071 -0.18284413 0.04080814 0.11573635 0.23168751 *** 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) = -0.2726356013 Kirchhoff stress -0.77475E-02 -0.48045E-02 -0.63287E-01 -0.48045E-02 0.27395E-01 0.23114E-01 -0.63287E-01 0.23114E-01 -0.67585E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38138661 0.68060216 0.81066804 0.01489752 -0.01612507 0.09523204 0.68060216 1.16569739 0.48893459 0.12444709 0.05011662 -0.25113484 0.81066804 0.48893459 1.18267576 0.12362347 0.22769631 -0.18314661 0.01489752 0.12444709 0.12362347 0.41655328 0.09628938 0.04529487 -0.01612507 0.05011662 0.22769631 0.09628938 0.54146564 0.12253812 0.09523204 -0.25113484 -0.18314661 0.04529487 0.12253812 0.21994890 *** 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) = -0.2720332395 Kirchhoff stress -0.49853E-02 -0.50977E-02 -0.64474E-01 -0.50977E-02 0.28669E-01 0.21202E-01 -0.64474E-01 0.21202E-01 -0.71265E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38268353 0.67147179 0.80490944 0.01400010 -0.00656002 0.09748768 0.67147179 1.14727497 0.47885856 0.12772634 0.05527101 -0.27519340 0.80490944 0.47885856 1.18122419 0.13107787 0.22933418 -0.18379119 0.01400010 0.12772634 0.13107787 0.40786152 0.09841578 0.05037045 -0.00656002 0.05527101 0.22933418 0.09841578 0.53584973 0.12993053 0.09748768 -0.27519340 -0.18379119 0.05037045 0.12993053 0.21003977 *** 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) = -0.2714429798 Kirchhoff stress -0.23307E-02 -0.53333E-02 -0.65576E-01 -0.53333E-02 0.29751E-01 0.19049E-01 -0.65576E-01 0.19049E-01 -0.74976E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38601208 0.66280593 0.79812605 0.01002555 0.00172317 0.09848680 0.66280593 1.13250710 0.47042968 0.13030000 0.06097361 -0.29724337 0.79812605 0.47042968 1.17863845 0.13909291 0.23235167 -0.18472683 0.01002555 0.13030000 0.13909291 0.39963164 0.09927636 0.05600701 0.00172317 0.06097361 0.23235167 0.09927636 0.52921121 0.13788426 0.09848680 -0.29724337 -0.18472683 0.05600701 0.13788426 0.20177855 *** 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) = -0.2708668303 Kirchhoff stress 0.22072E-03 -0.54856E-02 -0.66569E-01 -0.54856E-02 0.30662E-01 0.16676E-01 -0.66569E-01 0.16676E-01 -0.78708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38783756 0.65428629 0.78960307 0.00212007 0.00665744 0.09810585 0.65428629 1.12211136 0.46379231 0.13215742 0.06707501 -0.31695703 0.78960307 0.46379231 1.17527496 0.14759283 0.23598358 -0.18556563 0.00212007 0.13215742 0.14759283 0.39154380 0.09874835 0.06205517 0.00665744 0.06707501 0.23598358 0.09874835 0.52083475 0.14632366 0.09810585 -0.31695703 -0.18556563 0.06205517 0.14632366 0.19530914 *** 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) = -0.2703067585 Kirchhoff stress 0.26997E-02 -0.55276E-02 -0.67418E-01 -0.55276E-02 0.31443E-01 0.14117E-01 -0.67418E-01 0.14117E-01 -0.82437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.38425387 0.64554091 0.77851735 -0.01065461 0.00601777 0.09618545 0.64554091 1.11819703 0.46020866 0.13279048 0.07305695 -0.33271925 0.77851735 0.46020866 1.17208368 0.15623225 0.23919722 -0.18502485 -0.01065461 0.13279048 0.15623225 0.38321658 0.09667294 0.06799660 0.00601777 0.07305695 0.23919722 0.09667294 0.50988868 0.15490354 0.09618545 -0.33271925 -0.18502485 0.06799660 0.15490354 0.19188502 *** 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) = -0.2697647014 Kirchhoff stress 0.51637E-02 -0.54307E-02 -0.68074E-01 -0.54307E-02 0.32153E-01 0.11417E-01 -0.68074E-01 0.11417E-01 -0.86116E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.37109827 0.63600363 0.76391782 -0.02929455 -0.00243207 0.09241330 0.63600363 1.12138820 0.46028826 0.13183515 0.07852710 -0.34387318 0.76391782 0.46028826 1.16958059 0.16476596 0.24105616 -0.18230585 -0.02929455 0.13183515 0.16476596 0.37408977 0.09273827 0.07343918 -0.00243207 0.07852710 0.24105616 0.09273827 0.49542915 0.16337890 0.09241330 -0.34387318 -0.18230585 0.07343918 0.16337890 0.19212253 *** 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) = -0.2692426332 Kirchhoff stress 0.76958E-02 -0.51630E-02 -0.68479E-01 -0.51630E-02 0.32861E-01 0.86340E-02 -0.68479E-01 0.86340E-02 -0.89683E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34413071 0.62499859 0.74484024 -0.05484633 -0.02085052 0.08635493 0.62499859 1.13186681 0.46462547 0.12888908 0.08306181 -0.34994734 0.74484024 0.46462547 1.16827554 0.17291248 0.24066741 -0.17662479 -0.05484633 0.12888908 0.17291248 0.36348589 0.08651041 0.07795928 -0.02085052 0.08306181 0.24066741 0.08651041 0.47649139 0.17146846 0.08635493 -0.34994734 -0.17662479 0.07795928 0.17146846 0.19661517 *** 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) = -0.2687426260 Kirchhoff stress 0.10386E-01 -0.46938E-02 -0.68572E-01 -0.46938E-02 0.33644E-01 0.58320E-02 -0.68572E-01 0.58320E-02 -0.93065E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.31049264 0.61266074 0.72241355 -0.08517526 -0.04638578 0.07882376 0.61266074 1.14954258 0.47397423 0.12380769 0.08659352 -0.35052422 0.72241355 0.47397423 1.16906170 0.18092617 0.23807812 -0.16696325 -0.08517526 0.12380769 0.18092617 0.35153834 0.07880331 0.08148935 -0.04638578 0.08659352 0.23807812 0.07880331 0.45420379 0.17942676 0.07882376 -0.35052422 -0.16696325 0.08148935 0.17942676 0.20611592 *** 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) = -0.2682664129 Kirchhoff stress 0.13186E-01 -0.40356E-02 -0.68350E-01 -0.40356E-02 0.34576E-01 0.30650E-02 -0.68350E-01 0.30650E-02 -0.96201E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29658121 0.60092761 0.70158154 -0.11186719 -0.06755374 0.07328289 0.60092761 1.17424986 0.48947920 0.11712006 0.08985243 -0.34503003 0.70158154 0.48947920 1.17374083 0.19021302 0.23489947 -0.15172389 -0.11186719 0.11712006 0.19021302 0.34018312 0.07308064 0.08475957 -0.06755374 0.08985243 0.23489947 0.07308064 0.43350964 0.18865994 0.07328289 -0.34503003 -0.15172389 0.08475957 0.18865994 0.22176858 *** 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) = -0.2678145736 Kirchhoff stress 0.15995E-01 -0.32294E-02 -0.67838E-01 -0.32294E-02 0.35724E-01 0.38188E-03 -0.67838E-01 0.38188E-03 -0.99030E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29780951 0.58950322 0.68178088 -0.13413894 -0.08571065 0.06987441 0.58950322 1.20503722 0.51119195 0.10895296 0.09253031 -0.33378614 0.68178088 0.51119195 1.18156605 0.20066236 0.23012032 -0.13071200 -0.13413894 0.10895296 0.20066236 0.32912279 0.06948512 0.08746159 -0.08571065 0.09253031 0.23012032 0.06948512 0.41384497 0.19905753 0.06987441 -0.33378614 -0.13071200 0.08746159 0.19905753 0.24362378 *** 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) = -0.2673866617 Kirchhoff stress 0.18742E-01 -0.23214E-02 -0.67060E-01 -0.23214E-02 0.37124E-01 -0.21975E-02 -0.67060E-01 -0.21975E-02 -0.10152E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.30954201 0.57825600 0.66248983 -0.15252817 -0.10197542 0.06803095 0.57825600 1.23367911 0.53128670 0.09781083 0.09365643 -0.32311509 0.66248983 0.53128670 1.18264891 0.21057532 0.22205508 -0.11266817 -0.15252817 0.09781083 0.21057532 0.31822423 0.06745002 0.08862449 -0.10197542 0.09365643 0.22205508 0.06745002 0.39468733 0.20892091 0.06803095 -0.32311509 -0.11266817 0.08862449 0.20892091 0.26385477 *** 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) = -0.2669818539 Kirchhoff stress 0.21384E-01 -0.13650E-02 -0.66038E-01 -0.13650E-02 0.38744E-01 -0.46944E-02 -0.66038E-01 -0.46944E-02 -0.10370E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.32735856 0.56681102 0.64351877 -0.16745504 -0.11703815 0.06759013 0.56681102 1.24924447 0.54641983 0.08156942 0.09404908 -0.31197250 0.64351877 0.54641983 1.17544202 0.21921029 0.21081694 -0.09892652 -0.16745504 0.08156942 0.21921029 0.30711112 0.06681365 0.08906634 -0.11703815 0.09404908 0.21081694 0.06681365 0.37584644 0.21750870 0.06759013 -0.31197250 -0.09892652 0.08906634 0.21750870 0.27911706 *** 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) = -0.2665994202 Kirchhoff stress 0.23901E-01 -0.41180E-03 -0.64793E-01 -0.41180E-03 0.40519E-01 -0.71278E-02 -0.64793E-01 -0.71278E-02 -0.10560E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34680801 0.55541481 0.62491185 -0.17884235 -0.13144613 0.06824055 0.55541481 1.25022465 0.55681498 0.06086938 0.09396523 -0.30059383 0.62491185 0.55681498 1.16160291 0.22663476 0.19683827 -0.08875751 -0.17884235 0.06086938 0.22663476 0.29602877 0.06726531 0.08904388 -0.13144613 0.09396523 0.19683827 0.06726531 0.35736589 0.22488861 0.06824055 -0.30059383 -0.08875751 0.08904388 0.22488861 0.28963352 *** 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) = -0.2662389460 Kirchhoff stress 0.26299E-01 0.49337E-03 -0.63338E-01 0.49337E-03 0.42381E-01 -0.95170E-02 -0.63338E-01 -0.95170E-02 -0.10725E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.36327866 0.54439470 0.60678006 -0.18630194 -0.14556896 0.06967716 0.54439470 1.23696438 0.56291572 0.03704632 0.09353009 -0.28959831 0.60678006 0.56291572 1.14269510 0.23297213 0.18054156 -0.08149263 -0.18630194 0.03704632 0.23297213 0.28530341 0.06850068 0.08868206 -0.14556896 0.09353009 0.18054156 0.06850068 0.33935615 0.23118423 0.06967716 -0.28959831 -0.08149263 0.08868206 0.23118423 0.29584700 *** 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) = -0.2659004993 Kirchhoff stress 0.28610E-01 0.13135E-02 -0.61687E-01 0.13135E-02 0.44257E-01 -0.11881E-01 -0.61687E-01 -0.11881E-01 -0.10867E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.37191302 0.53412780 0.58928846 -0.18917846 -0.15961052 0.07163516 0.53412780 1.21107970 0.56521056 0.01191862 0.09285564 -0.27952361 0.58928846 0.56521056 1.12019866 0.23834562 0.16236799 -0.07645101 -0.18917846 0.01191862 0.23834562 0.27531119 0.07025564 0.08809258 -0.15961052 0.09285564 0.16236799 0.07025564 0.32198187 0.23651898 0.07163516 -0.27952361 -0.07645101 0.08809258 0.23651898 0.29824545 *** 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) = -0.2655847618 Kirchhoff stress 0.30895E-01 0.20210E-02 -0.59850E-01 0.20210E-02 0.46081E-01 -0.14240E-01 -0.59850E-01 -0.14240E-01 -0.10988E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.36625940 0.52498597 0.57263014 -0.18690880 -0.17364522 0.07388243 0.52498597 1.17585985 0.56421611 -0.01217867 0.09203860 -0.27081191 0.57263014 0.56421611 1.09545247 0.24286403 0.14275138 -0.07298059 -0.18690880 -0.01217867 0.24286403 0.26642305 0.07229880 0.08737187 -0.17364522 0.09203860 0.14275138 0.07229880 0.30543564 0.24100181 0.07388243 -0.27081191 -0.07298059 0.08737187 0.24100181 0.29734481 *** 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) = -0.2652931348 Kirchhoff stress 0.33247E-01 0.26001E-02 -0.57838E-01 0.26001E-02 0.47802E-01 -0.16610E-01 -0.57838E-01 -0.16610E-01 -0.11091E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34107203 0.51755538 0.55702861 -0.17833108 -0.18763817 0.07622463 0.51755538 1.13682644 0.56047838 -0.03225903 0.09116301 -0.26379171 0.55702861 0.56047838 1.06969302 0.24662914 0.12213728 -0.07045760 -0.17833108 -0.03225903 0.24662914 0.25922410 0.07443643 0.08660368 -0.18763817 0.09116301 0.12213728 0.07443643 0.28994036 0.24473465 0.07622463 -0.26379171 -0.07045760 0.08660368 0.24473465 0.29369051 *** 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) = -0.2650277560 Kirchhoff stress 0.35776E-01 0.30467E-02 -0.55664E-01 0.30467E-02 0.49398E-01 -0.19009E-01 -0.55664E-01 -0.19009E-01 -0.11178E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29874636 0.51299426 0.54273571 -0.16294070 -0.20146457 0.07850856 0.51299426 1.10210325 0.55457402 -0.04474804 0.09030222 -0.25865162 0.54273571 0.55457402 1.04408341 0.24973945 0.10099350 -0.06828482 -0.16294070 -0.04474804 0.24973945 0.25487161 0.07651604 0.08586105 -0.20146457 0.09030222 0.10099350 0.07651604 0.27574724 0.24781607 0.07850856 -0.25865162 -0.06828482 0.08586105 0.24781607 0.28785871 *** 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) = -0.2647912288 Kirchhoff stress 0.38494E-01 0.33835E-02 -0.53338E-01 0.33835E-02 0.50854E-01 -0.21450E-01 -0.53338E-01 -0.21450E-01 -0.11249E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27435161 0.51117393 0.52978129 -0.14936313 -0.21561278 0.08063733 0.51117393 1.06246538 0.54709403 -0.05378054 0.08950850 -0.25543435 0.52978129 0.54709403 1.01961862 0.25228116 0.07969080 -0.06592683 -0.14936313 -0.05378054 0.25228116 0.25323467 0.07844138 0.08519585 -0.21561278 0.08950850 0.07969080 0.07844138 0.26288408 0.25033235 0.08063733 -0.25543435 -0.06592683 0.08519585 0.25033235 0.28043858 *** 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) = -0.2645861176 Kirchhoff stress 0.41295E-01 0.36334E-02 -0.50870E-01 0.36334E-02 0.52086E-01 -0.23945E-01 -0.50870E-01 -0.23945E-01 -0.11307E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27381117 0.51032102 0.51857688 -0.13897789 -0.22931346 0.08249595 0.51032102 1.00765341 0.53864327 -0.06338249 0.08882090 -0.25402379 0.51857688 0.53864327 0.99723808 0.25431438 0.05871842 -0.06290481 -0.13897789 -0.06338249 0.25431438 0.25253833 0.08009818 0.08464656 -0.22931346 0.08882090 0.05871842 0.08009818 0.25176111 0.25234374 0.08249595 -0.25402379 -0.06290481 0.08464656 0.25234374 0.27203436 *** 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) = -0.2644148148 Kirchhoff stress 0.44052E-01 0.38131E-02 -0.48281E-01 0.38131E-02 0.53006E-01 -0.26499E-01 -0.48281E-01 -0.26499E-01 -0.11351E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29787685 0.51012044 0.50976815 -0.13090257 -0.24098577 0.08399453 0.51012044 0.93904536 0.52982627 -0.07306602 0.08825793 -0.25414552 0.50976815 0.52982627 0.97777306 0.25588338 0.03862409 -0.05880799 -0.13090257 -0.07306602 0.25588338 0.25246798 0.08139723 0.08423107 -0.24098577 0.08825793 0.03862409 0.08139723 0.24302485 0.25389468 0.08399453 -0.25414552 -0.05880799 0.08423107 0.25389468 0.26325202 *** 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) = -0.2642793856 Kirchhoff stress 0.46634E-01 0.39372E-02 -0.45596E-01 0.39372E-02 0.53534E-01 -0.29115E-01 -0.45596E-01 -0.29115E-01 -0.11384E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.34471053 0.51028740 0.50371976 -0.12427727 -0.24984231 0.08512737 0.51028740 0.85879844 0.52124341 -0.08242225 0.08781688 -0.25537155 0.50371976 0.52124341 0.96191676 0.25704038 0.01984807 -0.05328391 -0.12427727 -0.08242225 0.25704038 0.25273756 0.08233356 0.08394604 -0.24984231 0.08781688 0.01984807 0.08233356 0.23703899 0.25503752 0.08512737 -0.25537155 -0.05328391 0.08394604 0.25503752 0.25469152 *** 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) = -0.2641814720 Kirchhoff stress 0.48922E-01 0.40173E-02 -0.42849E-01 0.40173E-02 0.53608E-01 -0.31791E-01 -0.42849E-01 -0.31791E-01 -0.11407E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.41076174 0.51058573 0.50056028 -0.11832825 -0.25569088 0.08593672 0.51058573 0.76986632 0.51347368 -0.09114528 0.08747279 -0.25714072 0.50056028 0.51347368 0.95021030 0.25783009 0.00272068 -0.04605528 -0.11832825 -0.09114528 0.25783009 0.25310998 0.08295012 0.08376584 -0.25569088 0.08747279 0.00272068 0.08295012 0.23393127 0.25581706 0.08593672 -0.25714072 -0.04605528 0.08376584 0.25581706 0.24693158 *** 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) = -0.2641222529 Kirchhoff stress 0.50818E-01 0.40620E-02 -0.40069E-01 0.40620E-02 0.53187E-01 -0.34518E-01 -0.40069E-01 -0.34518E-01 -0.11420E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.49140362 0.51083918 0.50022546 -0.11242717 -0.25876513 0.08649177 0.51083918 0.67599347 0.50706108 -0.09904541 0.08718042 -0.25878607 0.50022546 0.50706108 0.94302871 0.25828747 -0.01252860 -0.03692213 -0.11242717 -0.09904541 0.25828747 0.25340820 0.08331676 0.08364455 -0.25876513 0.08718042 -0.01252860 0.08331676 0.23363669 0.25626833 0.08649177 -0.25878607 -0.03692213 0.08364455 0.25626833 0.24051607 *** 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) = -0.2641024350 Kirchhoff stress 0.52254E-01 0.40763E-02 -0.37284E-01 0.40763E-02 0.52254E-01 -0.37284E-01 -0.37284E-01 -0.37284E-01 -0.11425E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.58152988 0.51093385 0.50250283 -0.10610200 -0.25957351 0.08687808 0.51093385 0.58152988 0.50250283 -0.10610200 0.08687808 -0.25957351 0.50250283 0.50250283 0.94060636 0.25843649 -0.02576026 -0.02576026 -0.10610200 -0.10610200 0.25843649 0.25351786 0.08351976 0.08351976 -0.25957351 0.08687808 -0.02576026 0.08351976 0.23594219 0.25641532 0.08687808 -0.25957351 -0.02576026 0.08351976 0.25641532 0.23594219 *** 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) = -0.2641222529 Kirchhoff stress 0.53187E-01 0.40620E-02 -0.34518E-01 0.40620E-02 0.50818E-01 -0.40069E-01 -0.34518E-01 -0.40069E-01 -0.11420E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67599347 0.51083918 0.50706108 -0.09904541 -0.25878607 0.08718042 0.51083918 0.49140362 0.50022546 -0.11242717 0.08649177 -0.25876513 0.50706108 0.50022546 0.94302871 0.25828747 -0.03692213 -0.01252860 -0.09904541 -0.11242717 0.25828747 0.25340820 0.08364455 0.08331676 -0.25878607 0.08649177 -0.03692213 0.08364455 0.24051607 0.25626833 0.08718042 -0.25876513 -0.01252860 0.08331676 0.25626833 0.23363669 *** 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) = -0.2641814720 Kirchhoff stress 0.53608E-01 0.40173E-02 -0.31791E-01 0.40173E-02 0.48922E-01 -0.42849E-01 -0.31791E-01 -0.42849E-01 -0.11407E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76986632 0.51058573 0.51347368 -0.09114528 -0.25714072 0.08747279 0.51058573 0.41076174 0.50056028 -0.11832825 0.08593672 -0.25569088 0.51347368 0.50056028 0.95021030 0.25783009 -0.04605528 0.00272068 -0.09114528 -0.11832825 0.25783009 0.25310998 0.08376584 0.08295012 -0.25714072 0.08593672 -0.04605528 0.08376584 0.24693158 0.25581706 0.08747279 -0.25569088 0.00272068 0.08295012 0.25581706 0.23393127 *** 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) = -0.2642793856 Kirchhoff stress 0.53534E-01 0.39372E-02 -0.29115E-01 0.39372E-02 0.46634E-01 -0.45596E-01 -0.29115E-01 -0.45596E-01 -0.11384E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85879844 0.51028740 0.52124341 -0.08242225 -0.25537155 0.08781688 0.51028740 0.34471053 0.50371976 -0.12427727 0.08512737 -0.24984231 0.52124341 0.50371976 0.96191676 0.25704038 -0.05328391 0.01984807 -0.08242225 -0.12427727 0.25704038 0.25273756 0.08394604 0.08233356 -0.25537155 0.08512737 -0.05328391 0.08394604 0.25469152 0.25503752 0.08781688 -0.24984231 0.01984807 0.08233356 0.25503752 0.23703899 *** 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) = -0.2644148148 Kirchhoff stress 0.53006E-01 0.38131E-02 -0.26499E-01 0.38131E-02 0.44052E-01 -0.48281E-01 -0.26499E-01 -0.48281E-01 -0.11351E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93904536 0.51012044 0.52982627 -0.07306602 -0.25414552 0.08825793 0.51012044 0.29787685 0.50976815 -0.13090257 0.08399453 -0.24098577 0.52982627 0.50976815 0.97777306 0.25588338 -0.05880799 0.03862409 -0.07306602 -0.13090257 0.25588338 0.25246798 0.08423107 0.08139723 -0.25414552 0.08399453 -0.05880799 0.08423107 0.26325202 0.25389468 0.08825793 -0.24098577 0.03862409 0.08139723 0.25389468 0.24302485 *** 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) = -0.2645861176 Kirchhoff stress 0.52086E-01 0.36334E-02 -0.23945E-01 0.36334E-02 0.41295E-01 -0.50870E-01 -0.23945E-01 -0.50870E-01 -0.11307E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00765341 0.51032102 0.53864327 -0.06338249 -0.25402379 0.08882090 0.51032102 0.27381117 0.51857688 -0.13897789 0.08249595 -0.22931346 0.53864327 0.51857688 0.99723808 0.25431438 -0.06290481 0.05871842 -0.06338249 -0.13897789 0.25431438 0.25253833 0.08464656 0.08009818 -0.25402379 0.08249595 -0.06290481 0.08464656 0.27203436 0.25234374 0.08882090 -0.22931346 0.05871842 0.08009818 0.25234374 0.25176111 *** 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) = -0.2647912288 Kirchhoff stress 0.50854E-01 0.33835E-02 -0.21450E-01 0.33835E-02 0.38494E-01 -0.53338E-01 -0.21450E-01 -0.53338E-01 -0.11249E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06246538 0.51117393 0.54709403 -0.05378054 -0.25543435 0.08950850 0.51117393 0.27435161 0.52978129 -0.14936313 0.08063733 -0.21561278 0.54709403 0.52978129 1.01961862 0.25228116 -0.06592683 0.07969080 -0.05378054 -0.14936313 0.25228116 0.25323467 0.08519585 0.07844138 -0.25543435 0.08063733 -0.06592683 0.08519585 0.28043858 0.25033235 0.08950850 -0.21561278 0.07969080 0.07844138 0.25033235 0.26288408 *** 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) = -0.2650277560 Kirchhoff stress 0.49398E-01 0.30467E-02 -0.19009E-01 0.30467E-02 0.35776E-01 -0.55664E-01 -0.19009E-01 -0.55664E-01 -0.11178E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10210325 0.51299426 0.55457402 -0.04474804 -0.25865162 0.09030222 0.51299426 0.29874636 0.54273571 -0.16294070 0.07850856 -0.20146457 0.55457402 0.54273571 1.04408341 0.24973945 -0.06828482 0.10099350 -0.04474804 -0.16294070 0.24973945 0.25487161 0.08586105 0.07651604 -0.25865162 0.07850856 -0.06828482 0.08586105 0.28785871 0.24781607 0.09030222 -0.20146457 0.10099350 0.07651604 0.24781607 0.27574724 *** 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) = -0.2652931348 Kirchhoff stress 0.47802E-01 0.26001E-02 -0.16610E-01 0.26001E-02 0.33247E-01 -0.57838E-01 -0.16610E-01 -0.57838E-01 -0.11091E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13682644 0.51755538 0.56047838 -0.03225903 -0.26379171 0.09116301 0.51755538 0.34107203 0.55702861 -0.17833108 0.07622463 -0.18763817 0.56047838 0.55702861 1.06969302 0.24662914 -0.07045760 0.12213728 -0.03225903 -0.17833108 0.24662914 0.25922410 0.08660368 0.07443643 -0.26379171 0.07622463 -0.07045760 0.08660368 0.29369051 0.24473465 0.09116301 -0.18763817 0.12213728 0.07443643 0.24473465 0.28994036 *** 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) = -0.2655847618 Kirchhoff stress 0.46081E-01 0.20210E-02 -0.14240E-01 0.20210E-02 0.30895E-01 -0.59850E-01 -0.14240E-01 -0.59850E-01 -0.10988E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17585985 0.52498597 0.56421611 -0.01217867 -0.27081191 0.09203860 0.52498597 0.36625940 0.57263014 -0.18690880 0.07388243 -0.17364522 0.56421611 0.57263014 1.09545247 0.24286403 -0.07298059 0.14275138 -0.01217867 -0.18690880 0.24286403 0.26642305 0.08737187 0.07229880 -0.27081191 0.07388243 -0.07298059 0.08737187 0.29734481 0.24100181 0.09203860 -0.17364522 0.14275138 0.07229880 0.24100181 0.30543564 *** 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) = -0.2659004993 Kirchhoff stress 0.44257E-01 0.13135E-02 -0.11881E-01 0.13135E-02 0.28610E-01 -0.61687E-01 -0.11881E-01 -0.61687E-01 -0.10867E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21107970 0.53412780 0.56521056 0.01191862 -0.27952361 0.09285564 0.53412780 0.37191302 0.58928846 -0.18917846 0.07163516 -0.15961052 0.56521056 0.58928846 1.12019866 0.23834562 -0.07645101 0.16236799 0.01191862 -0.18917846 0.23834562 0.27531119 0.08809258 0.07025564 -0.27952361 0.07163516 -0.07645101 0.08809258 0.29824545 0.23651898 0.09285564 -0.15961052 0.16236799 0.07025564 0.23651898 0.32198187 *** 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) = -0.2662389460 Kirchhoff stress 0.42381E-01 0.49337E-03 -0.95170E-02 0.49337E-03 0.26299E-01 -0.63338E-01 -0.95170E-02 -0.63338E-01 -0.10725E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23696438 0.54439470 0.56291572 0.03704632 -0.28959831 0.09353009 0.54439470 0.36327866 0.60678006 -0.18630194 0.06967716 -0.14556896 0.56291572 0.60678006 1.14269510 0.23297213 -0.08149263 0.18054156 0.03704632 -0.18630194 0.23297213 0.28530341 0.08868206 0.06850068 -0.28959831 0.06967716 -0.08149263 0.08868206 0.29584700 0.23118423 0.09353009 -0.14556896 0.18054156 0.06850068 0.23118423 0.33935615 *** 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) = -0.2665994202 Kirchhoff stress 0.40519E-01 -0.41180E-03 -0.71278E-02 -0.41180E-03 0.23901E-01 -0.64793E-01 -0.71278E-02 -0.64793E-01 -0.10560E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25022465 0.55541481 0.55681498 0.06086938 -0.30059383 0.09396523 0.55541481 0.34680801 0.62491185 -0.17884235 0.06824055 -0.13144613 0.55681498 0.62491185 1.16160291 0.22663476 -0.08875751 0.19683827 0.06086938 -0.17884235 0.22663476 0.29602877 0.08904388 0.06726531 -0.30059383 0.06824055 -0.08875751 0.08904388 0.28963352 0.22488861 0.09396523 -0.13144613 0.19683827 0.06726531 0.22488861 0.35736589 *** 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) = -0.2669818539 Kirchhoff stress 0.38744E-01 -0.13650E-02 -0.46944E-02 -0.13650E-02 0.21384E-01 -0.66038E-01 -0.46944E-02 -0.66038E-01 -0.10370E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24924447 0.56681102 0.54641983 0.08156942 -0.31197250 0.09404908 0.56681102 0.32735856 0.64351877 -0.16745504 0.06759013 -0.11703815 0.54641983 0.64351877 1.17544202 0.21921029 -0.09892652 0.21081694 0.08156942 -0.16745504 0.21921029 0.30711112 0.08906634 0.06681365 -0.31197250 0.06759013 -0.09892652 0.08906634 0.27911706 0.21750870 0.09404908 -0.11703815 0.21081694 0.06681365 0.21750870 0.37584644 *** 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) = -0.2673866617 Kirchhoff stress 0.37124E-01 -0.23214E-02 -0.21975E-02 -0.23214E-02 0.18742E-01 -0.67060E-01 -0.21975E-02 -0.67060E-01 -0.10152E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23367911 0.57825600 0.53128670 0.09781083 -0.32311509 0.09365643 0.57825600 0.30954201 0.66248983 -0.15252817 0.06803095 -0.10197542 0.53128670 0.66248983 1.18264891 0.21057532 -0.11266817 0.22205508 0.09781083 -0.15252817 0.21057532 0.31822423 0.08862449 0.06745002 -0.32311509 0.06803095 -0.11266817 0.08862449 0.26385477 0.20892091 0.09365643 -0.10197542 0.22205508 0.06745002 0.20892091 0.39468733 *** 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) = -0.2678145736 Kirchhoff stress 0.35724E-01 -0.32294E-02 0.38188E-03 -0.32294E-02 0.15995E-01 -0.67838E-01 0.38188E-03 -0.67838E-01 -0.99030E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20503722 0.58950322 0.51119195 0.10895296 -0.33378614 0.09253031 0.58950322 0.29780951 0.68178088 -0.13413894 0.06987441 -0.08571065 0.51119195 0.68178088 1.18156605 0.20066236 -0.13071200 0.23012032 0.10895296 -0.13413894 0.20066236 0.32912279 0.08746159 0.06948512 -0.33378614 0.06987441 -0.13071200 0.08746159 0.24362378 0.19905753 0.09253031 -0.08571065 0.23012032 0.06948512 0.19905753 0.41384497 *** 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) = -0.2682664129 Kirchhoff stress 0.34576E-01 -0.40356E-02 0.30650E-02 -0.40356E-02 0.13186E-01 -0.68350E-01 0.30650E-02 -0.68350E-01 -0.96201E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17424986 0.60092761 0.48947920 0.11712006 -0.34503003 0.08985243 0.60092761 0.29658121 0.70158154 -0.11186719 0.07328289 -0.06755374 0.48947920 0.70158154 1.17374083 0.19021302 -0.15172389 0.23489947 0.11712006 -0.11186719 0.19021302 0.34018312 0.08475957 0.07308064 -0.34503003 0.07328289 -0.15172389 0.08475957 0.22176858 0.18865994 0.08985243 -0.06755374 0.23489947 0.07308064 0.18865994 0.43350964 *** 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) = -0.2687426260 Kirchhoff stress 0.33644E-01 -0.46938E-02 0.58320E-02 -0.46938E-02 0.10386E-01 -0.68572E-01 0.58320E-02 -0.68572E-01 -0.93065E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14954258 0.61266074 0.47397423 0.12380769 -0.35052422 0.08659352 0.61266074 0.31049264 0.72241355 -0.08517526 0.07882376 -0.04638578 0.47397423 0.72241355 1.16906170 0.18092617 -0.16696325 0.23807812 0.12380769 -0.08517526 0.18092617 0.35153834 0.08148935 0.07880331 -0.35052422 0.07882376 -0.16696325 0.08148935 0.20611592 0.17942676 0.08659352 -0.04638578 0.23807812 0.07880331 0.17942676 0.45420379 *** 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) = -0.2692426332 Kirchhoff stress 0.32861E-01 -0.51630E-02 0.86340E-02 -0.51630E-02 0.76958E-02 -0.68479E-01 0.86340E-02 -0.68479E-01 -0.89683E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13186681 0.62499859 0.46462547 0.12888908 -0.34994734 0.08306181 0.62499859 0.34413071 0.74484024 -0.05484633 0.08635493 -0.02085052 0.46462547 0.74484024 1.16827554 0.17291248 -0.17662479 0.24066741 0.12888908 -0.05484633 0.17291248 0.36348589 0.07795928 0.08651041 -0.34994734 0.08635493 -0.17662479 0.07795928 0.19661517 0.17146846 0.08306181 -0.02085052 0.24066741 0.08651041 0.17146846 0.47649139 *** 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) = -0.2697647014 Kirchhoff stress 0.32153E-01 -0.54307E-02 0.11417E-01 -0.54307E-02 0.51637E-02 -0.68074E-01 0.11417E-01 -0.68074E-01 -0.86116E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12138820 0.63600363 0.46028826 0.13183515 -0.34387318 0.07852710 0.63600363 0.37109827 0.76391782 -0.02929455 0.09241330 -0.00243207 0.46028826 0.76391782 1.16958059 0.16476596 -0.18230585 0.24105616 0.13183515 -0.02929455 0.16476596 0.37408977 0.07343918 0.09273827 -0.34387318 0.09241330 -0.18230585 0.07343918 0.19212253 0.16337890 0.07852710 -0.00243207 0.24105616 0.09273827 0.16337890 0.49542915 *** 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) = -0.2703067585 Kirchhoff stress 0.31443E-01 -0.55276E-02 0.14117E-01 -0.55276E-02 0.26997E-02 -0.67418E-01 0.14117E-01 -0.67418E-01 -0.82437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11819703 0.64554091 0.46020866 0.13279048 -0.33271925 0.07305695 0.64554091 0.38425387 0.77851735 -0.01065461 0.09618545 0.00601777 0.46020866 0.77851735 1.17208368 0.15623225 -0.18502485 0.23919722 0.13279048 -0.01065461 0.15623225 0.38321658 0.06799660 0.09667294 -0.33271925 0.09618545 -0.18502485 0.06799660 0.19188502 0.15490354 0.07305695 0.00601777 0.23919722 0.09667294 0.15490354 0.50988868 *** 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) = -0.2708668303 Kirchhoff stress 0.30662E-01 -0.54856E-02 0.16676E-01 -0.54856E-02 0.22072E-03 -0.66569E-01 0.16676E-01 -0.66569E-01 -0.78708E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12211136 0.65428629 0.46379231 0.13215742 -0.31695703 0.06707501 0.65428629 0.38783756 0.78960307 0.00212007 0.09810585 0.00665744 0.46379231 0.78960307 1.17527496 0.14759283 -0.18556563 0.23598358 0.13215742 0.00212007 0.14759283 0.39154380 0.06205517 0.09874835 -0.31695703 0.09810585 -0.18556563 0.06205517 0.19530914 0.14632366 0.06707501 0.00665744 0.23598358 0.09874835 0.14632366 0.52083475 *** 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) = -0.2714429798 Kirchhoff stress 0.29751E-01 -0.53333E-02 0.19049E-01 -0.53333E-02 -0.23307E-02 -0.65576E-01 0.19049E-01 -0.65576E-01 -0.74976E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13250710 0.66280593 0.47042968 0.13030000 -0.29724337 0.06097361 0.66280593 0.38601208 0.79812605 0.01002555 0.09848680 0.00172317 0.47042968 0.79812605 1.17863845 0.13909291 -0.18472683 0.23235167 0.13030000 0.01002555 0.13909291 0.39963164 0.05600701 0.09927636 -0.29724337 0.09848680 -0.18472683 0.05600701 0.20177855 0.13788426 0.06097361 0.00172317 0.23235167 0.09927636 0.13788426 0.52921121 *** 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) = -0.2720332395 Kirchhoff stress 0.28669E-01 -0.50977E-02 0.21202E-01 -0.50977E-02 -0.49853E-02 -0.64474E-01 0.21202E-01 -0.64474E-01 -0.71265E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14727497 0.67147179 0.47885856 0.12772634 -0.27519340 0.05527101 0.67147179 0.38268353 0.80490944 0.01400010 0.09748768 -0.00656002 0.47885856 0.80490944 1.18122419 0.13107787 -0.18379119 0.22933418 0.12772634 0.01400010 0.13107787 0.40786152 0.05037045 0.09841578 -0.27519340 0.09748768 -0.18379119 0.05037045 0.21003977 0.12993053 0.05527101 -0.00656002 0.22933418 0.09841578 0.12993053 0.53584973 *** 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) = -0.2726356013 Kirchhoff stress 0.27395E-01 -0.48045E-02 0.23114E-01 -0.48045E-02 -0.77475E-02 -0.63287E-01 0.23114E-01 -0.63287E-01 -0.67585E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16569739 0.68060216 0.48893459 0.12444709 -0.25113484 0.05011662 0.68060216 0.38138661 0.81066804 0.01489752 0.09523204 -0.01612507 0.48893459 0.81066804 1.18267576 0.12362347 -0.18314661 0.22769631 0.12444709 0.01489752 0.12362347 0.41655328 0.04529487 0.09628938 -0.25113484 0.09523204 -0.18314661 0.04529487 0.21994890 0.12253812 0.05011662 -0.01612507 0.22769631 0.09628938 0.12253812 0.54146564 *** 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) = -0.2732479077 Kirchhoff stress 0.25912E-01 -0.44740E-02 0.24762E-01 -0.44740E-02 -0.10598E-01 -0.62027E-01 0.24762E-01 -0.62027E-01 -0.63939E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.18710018 0.69036407 0.50083896 0.12030969 -0.22513071 0.04553841 0.69036407 0.38506563 0.81588646 0.01352646 0.09177583 -0.02516974 0.50083896 0.81588646 1.18278006 0.11675921 -0.18284413 0.22805043 0.12030969 0.01352646 0.11675921 0.42587551 0.04080814 0.09295232 -0.22513071 0.09177583 -0.18284413 0.04080814 0.23168751 0.11573635 0.04553841 -0.02516974 0.22805043 0.09295232 0.11573635 0.54654408 *** 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) = -0.2738677201 Kirchhoff stress 0.24211E-01 -0.41230E-02 0.26131E-01 -0.41230E-02 -0.13495E-01 -0.60698E-01 0.26131E-01 -0.60698E-01 -0.60324E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20932670 0.70067830 0.51411244 0.11528739 -0.19817141 0.04167931 0.70067830 0.39586379 0.82066491 0.01069290 0.08708969 -0.03231388 0.51411244 0.82066491 1.18079944 0.11069065 -0.18333883 0.23092694 0.11528739 0.01069290 0.11069065 0.43575067 0.03705310 0.08837451 -0.19817141 0.08708969 -0.18333883 0.03705310 0.24479692 0.10973057 0.04167931 -0.03231388 0.23092694 0.08837451 0.10973057 0.55118584 *** 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) = -0.2744923233 Kirchhoff stress 0.22308E-01 -0.37656E-02 0.27214E-01 -0.37656E-02 -0.16386E-01 -0.59302E-01 0.27214E-01 -0.59302E-01 -0.56726E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22907412 0.71122763 0.52777431 0.10942365 -0.17197066 0.03872836 0.71122763 0.41483094 0.82461755 0.00725490 0.08112536 -0.03678300 0.52777431 0.82461755 1.17547842 0.10580137 -0.18537287 0.23667824 0.10942365 0.00725490 0.10580137 0.44586333 0.03421862 0.08250699 -0.17197066 0.08112536 -0.18537287 0.03421862 0.25829704 0.10490410 0.03872836 -0.03678300 0.23667824 0.08250699 0.10490410 0.55500571 *** 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) = -0.2751188703 Kirchhoff stress 0.20243E-01 -0.34127E-02 0.28024E-01 -0.34127E-02 -0.19207E-01 -0.57844E-01 0.28024E-01 -0.57844E-01 -0.53127E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24216180 0.72143651 0.54043501 0.10276680 -0.14876445 0.03685429 0.72143651 0.44161967 0.82673864 0.00419535 0.07389142 -0.03863099 0.54043501 0.82673864 1.16504337 0.10266282 -0.18985289 0.24535389 0.10276680 0.00419535 0.10266282 0.45563982 0.03247328 0.07535770 -0.14876445 0.07389142 -0.18985289 0.03247328 0.27079903 0.10182810 0.03685429 -0.03863099 0.24535389 0.07535770 0.10182810 0.55699865 *** 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) = -0.2757446610 Kirchhoff stress 0.18089E-01 -0.30700E-02 0.28594E-01 -0.30700E-02 -0.21898E-01 -0.56338E-01 0.28594E-01 -0.56338E-01 -0.49502E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24408662 0.73087729 0.55134411 0.09499019 -0.13062715 0.03566864 0.73087729 0.47633501 0.82729824 0.00197253 0.06577639 -0.03809788 0.55134411 0.82729824 1.15037009 0.10089880 -0.19641959 0.25593513 0.09499019 0.00197253 0.10089880 0.46465445 0.03142832 0.06731460 -0.13062715 0.06577639 -0.19641959 0.03142832 0.28155324 0.10012608 0.03566864 -0.03809788 0.25593513 0.06731460 0.10012608 0.55743543 *** 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) = -0.2763672817 Kirchhoff stress 0.15935E-01 -0.27288E-02 0.28954E-01 -0.27288E-02 -0.24396E-01 -0.54769E-01 0.28954E-01 -0.54769E-01 -0.45847E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23077690 0.73985451 0.56197816 0.08488013 -0.11848827 0.03341405 0.73985451 0.52134375 0.83006005 -0.00029491 0.05815293 -0.03544566 0.56197816 0.83006005 1.13968868 0.09752995 -0.20104738 0.26441932 0.08488013 -0.00029491 0.09752995 0.47321341 0.02932581 0.05974992 -0.11848827 0.05815293 -0.20104738 0.02932581 0.29203684 0.09681840 0.03341405 -0.03544566 0.26441932 0.05974992 0.09681840 0.56007992 *** 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) = -0.2769845034 Kirchhoff stress 0.13900E-01 -0.23710E-02 0.29140E-01 -0.23710E-02 -0.26632E-01 -0.53098E-01 0.29140E-01 -0.53098E-01 -0.42165E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.19676796 0.74732173 0.57072419 0.07229983 -0.11522384 0.03005231 0.74732173 0.57649990 0.83526189 -0.00226083 0.05067316 -0.02998940 0.57072419 0.83526189 1.13319166 0.09263754 -0.20441636 0.27117045 0.07229983 -0.00226083 0.09263754 0.48027181 0.02612683 0.05231541 -0.11522384 0.05067316 -0.20441636 0.02612683 0.30063745 0.09198611 0.03005231 -0.02998940 0.27117045 0.05231541 0.09198611 0.56516993 *** 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) = -0.2775944351 Kirchhoff stress 0.12137E-01 -0.19791E-02 0.29211E-01 -0.19791E-02 -0.28524E-01 -0.51285E-01 0.29211E-01 -0.51285E-01 -0.38437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13639561 0.75194492 0.57563706 0.05718738 -0.12391069 0.02564274 0.75194492 0.64110567 0.84287966 -0.00355836 0.04276342 -0.02098587 0.57563706 0.84287966 1.13042214 0.08656724 -0.20764262 0.27706093 0.05718738 -0.00355836 0.08656724 0.48449722 0.02188993 0.04443712 -0.12391069 0.04276342 -0.20764262 0.02188993 0.30541055 0.08597460 0.02564274 -0.02098587 0.27706093 0.04443712 0.08597460 0.57268138 *** 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) = -0.2781957315 Kirchhoff stress 0.10815E-01 -0.15405E-02 0.29242E-01 -0.15405E-02 -0.29983E-01 -0.49290E-01 0.29242E-01 -0.49290E-01 -0.34633E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05536839 0.75310942 0.57682958 0.04268352 -0.14273125 0.02154637 0.75310942 0.71418504 0.85309910 -0.00363920 0.03418908 -0.00767247 0.57682958 0.85309910 1.13144792 0.08023668 -0.21090396 0.28327207 0.04268352 -0.00363920 0.08023668 0.48527304 0.01797531 0.03588026 -0.14273125 0.03418908 -0.21090396 0.01797531 0.30646609 0.07970126 0.02154637 -0.00767247 0.28327207 0.03588026 0.07970126 0.58279646 *** 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) = -0.2787873030 Kirchhoff stress 0.99777E-02 -0.10913E-02 0.29260E-01 -0.10913E-02 -0.30921E-01 -0.47089E-01 0.29260E-01 -0.47089E-01 -0.30727E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97886116 0.75197149 0.57813463 0.03815869 -0.16127404 0.02177220 0.75197149 0.79460098 0.86653127 -0.00139716 0.02552565 0.01092123 0.57813463 0.86653127 1.13708713 0.07575099 -0.21271699 0.29159082 0.03815869 -0.00139716 0.07575099 0.48375751 0.01839113 0.02722017 -0.16127404 0.02552565 -0.21271699 0.01839113 0.30763802 0.07527095 0.02177220 0.01092123 0.29159082 0.02722017 0.07527095 0.59612667 *** 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) = -0.2793675748 Kirchhoff stress 0.95888E-02 -0.69505E-03 0.29254E-01 -0.69505E-03 -0.31257E-01 -0.44668E-01 0.29254E-01 -0.44668E-01 -0.26717E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91247827 0.74785972 0.58580350 0.04340050 -0.17264865 0.02561448 0.74785972 0.88036728 0.88291860 0.00351729 0.01661650 0.03481717 0.58580350 0.88291860 1.15164893 0.07263080 -0.20734406 0.30153974 0.04340050 0.00351729 0.07263080 0.47928419 0.02243083 0.01830011 -0.17264865 0.01661650 -0.20734406 0.02243083 0.31518174 0.07220407 0.02561448 0.03481717 0.30153974 0.01830011 0.07220407 0.61241782 *** 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) = -0.2799336919 Kirchhoff stress 0.94592E-02 -0.37868E-03 0.29080E-01 -0.37868E-03 -0.30957E-01 -0.42021E-01 0.29080E-01 -0.42021E-01 -0.22738E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87743874 0.74524024 0.60868933 0.04797875 -0.16337802 0.02766292 0.74524024 0.96526502 0.89563031 0.00754313 0.00865814 0.05611430 0.60868933 0.89563031 1.17076699 0.06714999 -0.18911286 0.30303420 0.04797875 0.00754313 0.06714999 0.47632077 0.02468323 0.01031659 -0.16337802 0.00865814 -0.18911286 0.02468323 0.33795102 0.06677421 0.02766292 0.05611430 0.30303420 0.01031659 0.06677421 0.62503907 *** 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) = -0.2804809047 Kirchhoff stress 0.93535E-02 -0.12198E-03 0.28581E-01 -0.12198E-03 -0.30069E-01 -0.39168E-01 0.28581E-01 -0.39168E-01 -0.18975E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86681678 0.74570799 0.64023581 0.04916006 -0.14028219 0.02751677 0.74570799 1.04606434 0.90319779 0.00939343 0.00203273 0.07253430 0.64023581 0.90319779 1.18802116 0.05949718 -0.16409352 0.29535094 0.04916006 0.00939343 0.05949718 0.47646366 0.02474662 0.00365182 -0.14028219 0.00203273 -0.16409352 0.02474662 0.36939011 0.05916980 0.02751677 0.07253430 0.29535094 0.00365182 0.05916980 0.63252166 *** 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) = -0.2810034075 Kirchhoff stress 0.91426E-02 0.86319E-04 0.27684E-01 0.86319E-04 -0.28658E-01 -0.36146E-01 0.27684E-01 -0.36146E-01 -0.15542E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86915718 0.74840859 0.67422616 0.04837070 -0.11129380 0.02634722 0.74840859 1.12030092 0.90590140 0.00951727 -0.00347516 0.08421052 0.67422616 0.90590140 1.20082933 0.05093007 -0.13695731 0.28045249 0.04837070 0.00951727 0.05093007 0.47885978 0.02379119 -0.00190940 -0.11129380 -0.00347516 -0.13695731 0.02379119 0.40328267 0.05064835 0.02634722 0.08421052 0.28045249 -0.00190940 0.05064835 0.63514574 *** 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) = -0.2814953045 Kirchhoff stress 0.87780E-02 0.24878E-03 0.26378E-01 0.24878E-03 -0.26793E-01 -0.33000E-01 0.26378E-01 -0.33000E-01 -0.12496E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87751860 0.75262896 0.70651577 0.04644899 -0.08206285 0.02483618 0.75262896 1.18562936 0.90415302 0.00833954 -0.00796964 0.09128096 0.70651577 0.90415302 1.20771599 0.04230599 -0.11089878 0.26000164 0.04644899 0.00833954 0.04230599 0.48279728 0.02249780 -0.00647088 -0.08206285 -0.00796964 -0.11089878 0.02249780 0.43548454 0.04206701 0.02483618 0.09128096 0.26000164 -0.00647088 0.04206701 0.63332302 *** 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) = -0.2819512652 Kirchhoff stress 0.82615E-02 0.36443E-03 0.24698E-01 0.36443E-03 -0.24553E-01 -0.29776E-01 0.24698E-01 -0.29776E-01 -0.98571E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88699582 0.75770674 0.73455668 0.04401833 -0.05611382 0.02331909 0.75770674 1.23998802 0.89855038 0.00627385 -0.01149090 0.09399483 0.73455668 0.89855038 1.20822548 0.03417342 -0.08786874 0.23551285 0.04401833 0.00627385 0.03417342 0.48761503 0.02120086 -0.01007244 -0.05611382 -0.01149090 -0.08786874 0.02120086 0.46344819 0.03397410 0.02331909 0.09399483 0.23551285 -0.01007244 0.03397410 0.62765105 *** 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) = -0.2823669372 Kirchhoff stress 0.76299E-02 0.43131E-03 0.22701E-01 0.43131E-03 -0.22023E-01 -0.26520E-01 0.22701E-01 -0.26520E-01 -0.76160E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89292878 0.76295659 0.75703067 0.04125678 -0.03535206 0.02190010 0.76295659 1.28167318 0.88979279 0.00370620 -0.01404969 0.09268635 0.75703067 0.88979279 1.20264023 0.02684965 -0.06885280 0.20833420 0.04125678 0.00370620 0.02684965 0.49262864 0.02000348 -0.01272438 -0.03535206 -0.01404969 -0.06885280 0.02000348 0.48585566 0.02668677 0.02190010 0.09268635 0.20833420 -0.01272438 0.02668677 0.61882896 *** 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) = -0.2827391780 Kirchhoff stress 0.69350E-02 0.45187E-03 0.20458E-01 0.45187E-03 -0.19291E-01 -0.23274E-01 0.20458E-01 -0.23274E-01 -0.57470E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89587271 0.76813326 0.77356086 0.03775331 -0.02046565 0.02054024 0.76813326 1.30945828 0.87864908 0.00090523 -0.01564874 0.08778750 0.77356086 0.87864908 1.19180843 0.02048544 -0.05408773 0.17967283 0.03775331 0.00090523 0.02048544 0.49759346 0.01886565 -0.01442891 -0.02046565 -0.01564874 -0.05408773 0.01886565 0.50233006 0.02035566 0.02054024 0.08778750 0.17967283 -0.01442891 0.02035566 0.60762544 *** 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) = -0.2830660734 Kirchhoff stress 0.62154E-02 0.43172E-03 0.18039E-01 0.43172E-03 -0.16448E-01 -0.20071E-01 0.18039E-01 -0.20071E-01 -0.42148E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89894734 0.77316332 0.78445850 0.03368946 -0.01126789 0.01912614 0.77316332 1.32268073 0.86593293 -0.00182523 -0.01629739 0.07983920 0.78445850 0.86593293 1.17698766 0.01511930 -0.04325216 0.15061700 0.03368946 -0.00182523 0.01511930 0.50243658 0.01767298 -0.01519478 -0.01126789 -0.01629739 -0.04325216 0.01767298 0.51318261 0.01501913 0.01912614 0.07983920 0.15061700 -0.01519478 0.01501913 0.59485408 *** 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) = -0.2833468169 Kirchhoff stress 0.54962E-02 0.37864E-03 0.15510E-01 0.37864E-03 -0.13586E-01 -0.16938E-01 0.15510E-01 -0.16938E-01 -0.29798E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90242474 0.77794864 0.79029024 0.02928424 -0.00764953 0.01754671 0.77794864 1.32130050 0.85246516 -0.00418560 -0.01602423 0.06948393 0.79029024 0.85246516 1.15965722 0.01072625 -0.03570855 0.12213835 0.02928424 -0.00418560 0.01072625 0.50706029 0.01631335 -0.01504996 -0.00764953 -0.01602423 -0.03570855 0.01631335 0.51897980 0.01065208 0.01754671 0.06948393 0.12213835 -0.01504996 0.01065208 0.58133562 *** 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) = -0.2835815912 Kirchhoff stress 0.47940E-02 0.30251E-03 0.12932E-01 0.30251E-03 -0.10790E-01 -0.13893E-01 0.12932E-01 -0.13893E-01 -0.20018E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90962251 0.78235029 0.79229027 0.02453438 -0.00793727 0.01564773 0.78235029 1.30593203 0.83905152 -0.00592685 -0.01488049 0.05746217 0.79229027 0.83905152 1.14144653 0.00722345 -0.03046503 0.09509004 0.02453438 -0.00592685 0.00722345 0.51132551 0.01463160 -0.01404519 -0.00793727 -0.01488049 -0.03046503 0.01463160 0.52095514 0.00717156 0.01564773 0.05746217 0.09509004 -0.01404519 0.00717156 0.56787579 *** 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) = -0.2837712844 Kirchhoff stress 0.40845E-02 0.21576E-03 0.10341E-01 0.21576E-03 -0.81385E-02 -0.10944E-01 0.10341E-01 -0.10944E-01 -0.12464E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92564476 0.78623440 0.79210917 0.01944244 -0.00947599 0.01330374 0.78623440 1.27786938 0.82640665 -0.00682773 -0.01294841 0.04455268 0.79210917 0.82640665 1.12397223 0.00450534 -0.02631308 0.07015723 0.01944244 -0.00682773 0.00450534 0.51509815 0.01250132 -0.01226222 -0.00947599 -0.01294841 -0.02631308 0.01250132 0.52075845 0.00447192 0.01330374 0.04455268 0.07015723 -0.01226222 0.00447192 0.55518929 *** 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) = -0.2839170941 Kirchhoff stress 0.33140E-02 0.13154E-03 0.77560E-02 0.13154E-03 -0.56953E-02 -0.80907E-02 0.77560E-02 -0.80907E-02 -0.68606E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95243939 0.78944830 0.79114814 0.01417212 -0.01040300 0.01048879 0.78944830 1.23908595 0.81516283 -0.00673554 -0.01034130 0.03158080 0.79114814 0.81516283 1.10869741 0.00248358 -0.02212658 0.04789518 0.01417212 -0.00673554 0.00248358 0.51822546 0.00989565 -0.00981380 -0.01040300 -0.01034130 -0.02212658 0.00989565 0.51979031 0.00246469 0.01048879 0.03158080 0.04789518 -0.00981380 0.00246469 0.54390858 *** 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) = -0.2840202228 Kirchhoff stress 0.24171E-02 0.61789E-04 0.51776E-02 0.61789E-04 -0.35090E-02 -0.53253E-02 0.51776E-02 -0.53253E-02 -0.30019E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98970055 0.79185842 0.79057939 0.00898260 -0.00948810 0.00725270 0.79185842 1.19217753 0.80580932 -0.00556102 -0.00720144 0.01935478 0.79057939 0.80580932 1.09686182 0.00108764 -0.01687545 0.02868541 0.00898260 -0.00556102 0.00108764 0.52057388 0.00686357 -0.00684157 -0.00948810 -0.00720144 -0.01687545 0.00686357 0.51922245 0.00107924 0.00725270 0.01935478 0.02868541 -0.00684157 0.00107924 0.53452320 *** 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) = -0.2840816658 Kirchhoff stress 0.13300E-02 0.15956E-04 0.25976E-02 0.15956E-04 -0.16081E-02 -0.26344E-02 0.25976E-02 -0.26344E-02 -0.74337E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03547635 0.79335432 0.79127659 0.00416736 -0.00608931 0.00370587 0.79335432 1.14026355 0.79866709 -0.00329068 -0.00369519 0.00862171 0.79127659 0.79866709 1.08937723 0.00026933 -0.00972055 0.01272486 0.00416736 -0.00329068 0.00026933 0.52203290 0.00351468 -0.00351132 -0.00608931 -0.00369519 -0.00972055 0.00351468 0.51992796 0.00026723 0.00370587 0.00862171 0.01272486 -0.00351132 0.00026723 0.52735441 *** 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) = -0.2841020718 Kirchhoff stress 0.89438E-08 -0.33805E-15 -0.18022E-15 -0.33805E-15 0.89438E-08 -0.89393E-16 -0.17964E-15 -0.89249E-16 0.89438E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08682104 0.79385798 0.79385798 0.00000000 0.00000000 0.00000000 0.79385798 1.08682104 0.79385798 0.00000000 0.00000000 0.00000000 0.79385798 0.79385798 1.08682104 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.52252432 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.52252432 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.52252432 * CB-KIM calculation successfully completed