---------------------------------------------------------------------------- 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: Pair_Morse_Shifted_GirifalcoWeizer_LowCutoff_Cu__MO_673777079812_001 Maximum cut-off distance: 6.7634200000 **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 -0.00000000000000005427 1.82667202482794954754 1.82667202482794954754 1.82667202482794932550 -0.00000000000000001130 1.82667202482794932550 1.82667202482794954754 1.82667202482794954754 0.00000000000000000227 **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) = -0.2685913523 Kirchhoff stress 0.82659E-13 -0.42691E-17 0.24192E-17 -0.42691E-17 0.82709E-13 -0.28461E-17 0.22769E-17 -0.27038E-17 0.82681E-13 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08136069 0.72998956 0.72998956 -0.00000000 0.00000000 0.00000000 0.72998956 1.08136069 0.72998956 -0.00000000 -0.00000000 0.00000000 0.72998956 0.72998956 1.08136069 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.72998956 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.72998956 -0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.72998956 *** 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) = -0.2685643250 Kirchhoff stress -0.17303E-02 -0.27120E-04 -0.37438E-02 -0.27120E-04 0.17821E-02 0.35520E-02 -0.37438E-02 0.35520E-02 -0.19174E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07368919 0.72970437 0.74924116 -0.00567745 0.01344616 0.00580490 0.72970437 1.08892138 0.71088606 0.00539740 -0.00531005 -0.01379382 0.74924116 0.71088606 1.08245917 0.00048867 0.01971783 -0.01860384 -0.00567745 0.00539740 0.00048867 0.72970437 0.00580490 -0.00531005 0.01344616 -0.00531005 0.01971783 0.00580490 0.74924116 0.00048867 0.00580490 -0.01379382 -0.01860384 -0.00531005 0.00048867 0.71088606 *** 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) = -0.2684857786 Kirchhoff stress -0.17411E-02 -0.64814E-03 -0.65427E-02 -0.64814E-03 0.37871E-02 0.65357E-02 -0.65427E-02 0.65357E-02 -0.67144E-05 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05514532 0.72771492 0.76364773 -0.00809883 0.01920095 0.01445469 0.72771492 1.09621458 0.69147463 0.01084996 -0.01087777 -0.02763829 0.76364773 0.69147463 1.08350080 0.00355226 0.03715597 -0.03495397 -0.00809883 0.01084996 0.00355226 0.72771492 0.01445469 -0.01087777 0.01920095 -0.01087777 0.03715597 0.01445469 0.76364773 0.00355226 0.01445469 -0.02763829 -0.03495397 -0.01087777 0.00355226 0.69147463 *** 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) = -0.2683779171 Kirchhoff stress 0.73128E-03 -0.16463E-02 -0.77764E-02 -0.16463E-02 0.67936E-02 0.91592E-02 -0.77764E-02 0.91592E-02 0.17710E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02387246 0.71960464 0.77186516 -0.00978925 0.01768988 0.02258520 0.71960464 1.10102899 0.67048946 0.01845068 -0.01849288 -0.04092813 0.77186516 0.67048946 1.07485050 0.00740340 0.04751108 -0.04844980 -0.00978925 0.01845068 0.00740340 0.71960464 0.02258520 -0.01849288 0.01768988 -0.01849288 0.04751108 0.02258520 0.77186516 0.00740340 0.02258520 -0.04092813 -0.04844980 -0.01849288 0.00740340 0.67048946 *** 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) = -0.2682370659 Kirchhoff stress -0.64554E-03 -0.18526E-02 -0.11868E-01 -0.18526E-02 0.87513E-02 0.12059E-01 -0.11868E-01 0.12059E-01 0.59880E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01533353 0.71740583 0.79062604 -0.01599959 0.02921718 0.02978408 0.71740583 1.10796254 0.65209889 0.02280951 -0.02237436 -0.05550426 0.79062604 0.65209889 1.08167247 0.01081530 0.06956624 -0.06330859 -0.01599959 0.02280951 0.01081530 0.71740583 0.02978408 -0.02237436 0.02921718 -0.02237436 0.06956624 0.02978408 0.79062604 0.01081530 0.02978408 -0.05550426 -0.06330859 -0.02237436 0.01081530 0.65209889 *** 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) = -0.2680452979 Kirchhoff stress -0.17840E-02 -0.24621E-02 -0.15557E-01 -0.24621E-02 0.11462E-01 0.13622E-01 -0.15557E-01 0.13622E-01 0.75413E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00671190 0.71418377 0.80813566 -0.02211325 0.03984752 0.03814028 0.71418377 1.11261232 0.62932524 0.02774134 -0.02722377 -0.06713926 0.80813566 0.62932524 1.07931471 0.01750576 0.08887210 -0.06950011 -0.02211325 0.02774134 0.01750576 0.71418377 0.03814028 -0.02722377 0.03984752 -0.02722377 0.08887210 0.03814028 0.80813566 0.01750576 0.03814028 -0.06713926 -0.06950011 -0.02722377 0.01750576 0.62932524 *** 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) = -0.2678088910 Kirchhoff stress -0.89866E-03 -0.12161E-02 -0.18337E-01 -0.12161E-02 0.14653E-01 0.17103E-01 -0.18337E-01 0.17103E-01 0.77241E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98792262 0.70500371 0.82132485 -0.03637219 0.04460821 0.04210616 0.70500371 1.11554488 0.60929447 0.02676301 -0.03294195 -0.08409387 0.82132485 0.60929447 1.07862939 0.01928123 0.10521354 -0.08626872 -0.03637219 0.02676301 0.01928123 0.70500371 0.04210616 -0.03294195 0.04460821 -0.03294195 0.10521354 0.04210616 0.82132485 0.01928123 0.04210616 -0.08409387 -0.08626872 -0.03294195 0.01928123 0.60929447 *** 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) = -0.2675290031 Kirchhoff stress -0.20852E-02 -0.15589E-02 -0.22784E-01 -0.15589E-02 0.16768E-01 0.19292E-01 -0.22784E-01 0.19292E-01 -0.14224E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97989475 0.70109650 0.83961101 -0.04285637 0.05453079 0.05047148 0.70109650 1.12128986 0.59202943 0.02959478 -0.03528172 -0.09913005 0.83961101 0.59202943 1.09124601 0.02545776 0.12948204 -0.09706734 -0.04285637 0.02959478 0.02545776 0.70109650 0.05047148 -0.03528172 0.05453079 -0.03528172 0.12948204 0.05047148 0.83961101 0.02545776 0.05047148 -0.09913005 -0.09706734 -0.03528172 0.02545776 0.59202943 *** 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) = -0.2672015123 Kirchhoff stress -0.15842E-02 -0.13617E-02 -0.28427E-01 -0.13617E-02 0.19126E-01 0.20812E-01 -0.28427E-01 0.20812E-01 -0.32091E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96181648 0.69532267 0.85281008 -0.05312447 0.07076919 0.06177742 0.69532267 1.12644702 0.57466553 0.03143025 -0.03609369 -0.11383622 0.85281008 0.57466553 1.10363413 0.03078522 0.15762763 -0.10520121 -0.05312447 0.03143025 0.03078522 0.69532267 0.06177742 -0.03609369 0.07076919 -0.03609369 0.15762763 0.06177742 0.85281008 0.03078522 0.06177742 -0.11383622 -0.10520121 -0.03609369 0.03078522 0.57466553 *** 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) = -0.2668284090 Kirchhoff stress -0.11110E-02 -0.64821E-03 -0.33584E-01 -0.64821E-03 0.22181E-01 0.22054E-01 -0.33584E-01 0.22054E-01 -0.58938E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94525813 0.68518964 0.86926467 -0.06647816 0.08248867 0.07329913 0.68518964 1.12819998 0.55787954 0.02918888 -0.03538159 -0.12741142 0.86926467 0.55787954 1.12005553 0.03788538 0.18345163 -0.11272414 -0.06647816 0.02918888 0.03788538 0.68518964 0.07329913 -0.03538159 0.08248867 -0.03538159 0.18345163 0.07329913 0.86926467 0.03788538 0.07329913 -0.12741142 -0.11272414 -0.03538159 0.03788538 0.55787954 *** 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) = -0.2664106205 Kirchhoff stress -0.20643E-02 -0.11366E-02 -0.38270E-01 -0.11366E-02 0.24376E-01 0.23426E-01 -0.38270E-01 0.23426E-01 -0.90945E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93787079 0.67983433 0.88639108 -0.07295422 0.09030485 0.08272207 0.67983433 1.13247755 0.54239826 0.03038221 -0.03591001 -0.14230443 0.88639108 0.54239826 1.13852450 0.04670972 0.20931722 -0.11902720 -0.07295422 0.03038221 0.04670972 0.67983433 0.08272207 -0.03591001 0.09030485 -0.03591001 0.20931722 0.08272207 0.88639108 0.04670972 0.08272207 -0.14230443 -0.11902720 -0.03591001 0.04670972 0.54239826 *** 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) = -0.2659475711 Kirchhoff stress -0.29370E-02 -0.16825E-02 -0.42998E-01 -0.16825E-02 0.26574E-01 0.24520E-01 -0.42998E-01 0.24520E-01 -0.12613E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93070811 0.67409893 0.90301061 -0.07934769 0.09734037 0.09241946 0.67409893 1.13624078 0.52762934 0.03105213 -0.03584623 -0.15707895 0.90301061 0.52762934 1.15884161 0.05638772 0.23552710 -0.12378722 -0.07934769 0.03105213 0.05638772 0.67409893 0.09241946 -0.03584623 0.09734037 -0.03584623 0.23552710 0.09241946 0.90301061 0.05638772 0.09241946 -0.15707895 -0.12378722 -0.03584623 0.05638772 0.52762934 *** 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) = -0.2654408992 Kirchhoff stress -0.37265E-02 -0.22855E-02 -0.47751E-01 -0.22855E-02 0.28771E-01 0.25331E-01 -0.47751E-01 0.25331E-01 -0.16437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92379586 0.66801808 0.91905769 -0.08563102 0.10356085 0.10235981 0.66801808 1.13945456 0.51362233 0.03119169 -0.03518633 -0.17168915 0.91905769 0.51362233 1.18093889 0.06689206 0.26198996 -0.12698341 -0.08563102 0.03119169 0.06689206 0.66801808 0.10235981 -0.03518633 0.10356085 -0.03518633 0.26198996 0.10235981 0.91905769 0.06689206 0.10235981 -0.17168915 -0.12698341 -0.03518633 0.06689206 0.51362233 *** 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) = -0.2648923920 Kirchhoff stress -0.44308E-02 -0.29454E-02 -0.52513E-01 -0.29454E-02 0.30958E-01 0.25857E-01 -0.52513E-01 0.25857E-01 -0.20552E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91715921 0.66162821 0.93446770 -0.09177862 0.10893454 0.11250989 0.66162821 1.14208549 0.50042502 0.03079752 -0.03392769 -0.18608965 0.93446770 0.50042502 1.20474193 0.07819247 0.28861239 -0.12859954 -0.09177862 0.03079752 0.07819247 0.66162821 0.11250989 -0.03392769 0.10893454 -0.03392769 0.28861239 0.11250989 0.93446770 0.07819247 0.11250989 -0.18608965 -0.12859954 -0.03392769 0.07819247 0.50042502 *** 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) = -0.2643039824 Kirchhoff stress -0.50476E-02 -0.36615E-02 -0.57265E-01 -0.36615E-02 0.33129E-01 0.26095E-01 -0.57265E-01 0.26095E-01 -0.24944E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91082281 0.65496712 0.94917715 -0.09776699 0.11343264 0.12283479 0.65496712 1.14410221 0.48808340 0.02986997 -0.03206902 -0.20023561 0.94917715 0.48808340 1.23016993 0.09025568 0.31529911 -0.12862412 -0.09776699 0.02986997 0.09025568 0.65496712 0.12283479 -0.03206902 0.11343264 -0.03206902 0.31529911 0.12283479 0.94917715 0.09025568 0.12283479 -0.20023561 -0.12862412 -0.03206902 0.09025568 0.48808340 *** 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) = -0.2636777455 Kirchhoff stress -0.55752E-02 -0.44331E-02 -0.61990E-01 -0.44331E-02 0.35276E-01 0.26043E-01 -0.61990E-01 0.26043E-01 -0.29597E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90481093 0.64807368 0.96312412 -0.10357478 0.11702952 0.13329793 0.64807368 1.14547571 0.47664148 0.02841305 -0.02961044 -0.21408273 0.96312412 0.47664148 1.25713580 0.10304540 0.34195327 -0.12705057 -0.10357478 0.02841305 0.10304540 0.64807368 0.13329793 -0.02961044 0.11702952 -0.02961044 0.34195327 0.13329793 0.96312412 0.10304540 0.13329793 -0.21408273 -0.12705057 -0.02961044 0.10304540 0.47664148 *** 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) = -0.2630220219 Kirchhoff stress -0.34031E-02 -0.50323E-02 -0.66671E-01 -0.50323E-02 0.37413E-01 0.25702E-01 -0.66671E-01 0.25702E-01 -0.34493E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87294218 0.64078933 0.97624843 -0.11146155 0.11970297 0.14386114 0.64078933 1.14617809 0.46614121 0.02641727 -0.02655360 -0.22758725 0.97624843 0.46614121 1.28554625 0.11652224 0.36847663 -0.12387733 -0.11146155 0.02641727 0.11652224 0.64078933 0.14386114 -0.02655360 0.11970297 -0.02655360 0.36847663 0.14386114 0.97624843 0.11652224 0.14386114 -0.22758725 -0.12387733 -0.02655360 0.11652224 0.46614121 *** 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) = -0.2623400942 Kirchhoff stress -0.36441E-02 -0.58864E-02 -0.71289E-01 -0.58864E-02 0.39495E-01 0.25071E-01 -0.71289E-01 0.25071E-01 -0.39616E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86676985 0.63351474 0.98849210 -0.11709039 0.12143451 0.15448477 0.63351474 1.14618839 0.45662231 0.02392396 -0.02290175 -0.24070605 0.98849210 0.45662231 1.31530193 0.13064375 0.39476998 -0.11910805 -0.11709039 0.02392396 0.13064375 0.63351474 0.15448477 -0.02290175 0.12143451 -0.02290175 0.39476998 0.15448477 0.98849210 0.13064375 0.15448477 -0.24070605 -0.11910805 -0.02290175 0.13064375 0.45662231 *** 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) = -0.2616278742 Kirchhoff stress -0.37884E-02 -0.67904E-02 -0.75828E-01 -0.67904E-02 0.41533E-01 0.24152E-01 -0.75828E-01 0.24152E-01 -0.44945E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86097712 0.62612294 0.99979958 -0.12250163 0.12220952 0.16512777 0.62612294 1.14548525 0.44812215 0.02093442 -0.01865985 -0.25339666 0.99979958 0.44812215 1.34629757 0.14536439 0.42073336 -0.11275175 -0.12250163 0.02093442 0.14536439 0.62612294 0.16512777 -0.01865985 0.12220952 -0.01865985 0.42073336 0.16512777 0.99979958 0.14536439 0.16512777 -0.25339666 -0.11275175 -0.01865985 0.14536439 0.44812215 *** 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) = -0.2608879679 Kirchhoff stress -0.38350E-02 -0.77423E-02 -0.80270E-01 -0.77423E-02 0.43517E-01 0.22948E-01 -0.80270E-01 0.22948E-01 -0.50460E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85558815 0.61865327 1.01011816 -0.12768304 0.12201756 0.17574783 0.61865327 1.14405191 0.44067553 0.01746685 -0.01383469 -0.26561731 1.01011816 0.44067553 1.37842221 0.16063556 0.44626650 -0.10482292 -0.12768304 0.01746685 0.16063556 0.61865327 0.17574783 -0.01383469 0.12201756 -0.01383469 0.44626650 0.17574783 1.01011816 0.16063556 0.17574783 -0.26561731 -0.10482292 -0.01383469 0.16063556 0.44067553 *** 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) = -0.2601230950 Kirchhoff stress -0.37833E-02 -0.87396E-02 -0.84598E-01 -0.87396E-02 0.45441E-01 0.21462E-01 -0.84598E-01 0.21462E-01 -0.56143E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85062713 0.61114439 1.01939831 -0.13262440 0.12085248 0.18630155 0.61114439 1.14187532 0.43431458 0.01354272 -0.00843498 -0.27732700 1.01939831 0.43431458 1.41155941 0.17640565 0.47126919 -0.09534170 -0.13262440 0.01354272 0.17640565 0.61114439 0.18630155 -0.00843498 0.12085248 -0.00843498 0.47126919 0.18630155 1.01939831 0.17640565 0.18630155 -0.27732700 -0.09534170 -0.00843498 0.17640565 0.43431458 *** 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) = -0.2593415714 Kirchhoff stress -0.45317E-02 -0.88810E-02 -0.87981E-01 -0.88810E-02 0.46397E-01 0.18886E-01 -0.87981E-01 0.18886E-01 -0.62706E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84935931 0.60687499 1.03024830 -0.14055835 0.11577966 0.19967760 0.60687499 1.14218733 0.43172280 0.00594560 -0.00540445 -0.28555258 1.03024830 0.43172280 1.44776135 0.18996578 0.49323959 -0.08193193 -0.14055835 0.00594560 0.18996578 0.60687499 0.19967760 -0.00540445 0.11577966 -0.00540445 0.49323959 0.19967760 1.03024830 0.18996578 0.19967760 -0.28555258 -0.08193193 -0.00540445 0.18996578 0.43172280 *** 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) = -0.2585433606 Kirchhoff stress -0.42616E-02 -0.99820E-02 -0.92053E-01 -0.99820E-02 0.48198E-01 0.16875E-01 -0.92053E-01 0.16875E-01 -0.68633E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84526941 0.59934190 1.03724667 -0.14493869 0.11273336 0.20989971 0.59934190 1.13844333 0.42754698 0.00124251 0.00117524 -0.29618606 1.03724667 0.42754698 1.48247691 0.20663785 0.51695753 -0.06950405 -0.14493869 0.00124251 0.20663785 0.59934190 0.20989971 0.00117524 0.11273336 0.00117524 0.51695753 0.20989971 1.03724667 0.20663785 0.20989971 -0.29618606 -0.06950405 0.00117524 0.20663785 0.42754698 *** 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) = -0.2577287198 Kirchhoff stress -0.38936E-02 -0.11119E-01 -0.95960E-01 -0.11119E-01 0.49914E-01 0.14599E-01 -0.95960E-01 0.14599E-01 -0.74660E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84168125 0.59187950 1.04308220 -0.14905985 0.10872193 0.21992177 0.59187950 1.13394206 0.42453668 -0.00383602 0.00828953 -0.30618980 1.04308220 0.42453668 1.51782844 0.22363496 0.53984670 -0.05561697 -0.14905985 -0.00383602 0.22363496 0.59187950 0.21992177 0.00828953 0.10872193 0.00828953 0.53984670 0.21992177 1.04308220 0.22363496 0.21992177 -0.30618980 -0.05561697 0.00828953 0.22363496 0.42453668 *** 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) = -0.2569053343 Kirchhoff stress -0.10559E-02 -0.12639E-01 -0.99012E-01 -0.12639E-01 0.51591E-01 0.11966E-01 -0.99012E-01 0.11966E-01 -0.80574E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81682596 0.58404547 1.04596259 -0.14969886 0.09756676 0.23061261 0.58404547 1.12867695 0.42267281 -0.00918750 0.01578587 -0.31550682 1.04596259 0.42267281 1.55353868 0.24115421 0.56131181 -0.04024065 -0.14969886 -0.00918750 0.24115421 0.58404547 0.23061261 0.01578587 0.09756676 0.01578587 0.56131181 0.23061261 1.04596259 0.24115421 0.23061261 -0.31550682 -0.04024065 0.01578587 0.24115421 0.42267281 *** 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) = -0.2560830476 Kirchhoff stress -0.37732E-03 -0.13842E-01 -0.10251E+00 -0.13842E-01 0.53116E-01 0.91825E-02 -0.10251E+00 0.91825E-02 -0.86720E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81335158 0.57683359 1.04927827 -0.15326095 0.09135747 0.24011138 0.57683359 1.12267800 0.42204815 -0.01492217 0.02391707 -0.32414227 1.04927827 0.42204815 1.58974288 0.25861631 0.58222788 -0.02357056 -0.15326095 -0.01492217 0.25861631 0.57683359 0.24011138 0.02391707 0.09135747 0.02391707 0.58222788 0.24011138 1.04927827 0.25861631 0.24011138 -0.32414227 -0.02357056 0.02391707 0.25861631 0.42204815 *** 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) = -0.2552546094 Kirchhoff stress 0.40039E-03 -0.15068E-01 -0.10579E+00 -0.15068E-01 0.54535E-01 0.61609E-02 -0.10579E+00 0.61609E-02 -0.92896E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81041792 0.56978762 1.05134076 -0.15656283 0.08422246 0.24927143 0.56978762 1.11594685 0.42263563 -0.02093008 0.03252366 -0.33204089 1.05134076 0.42263563 1.62616592 0.27620782 0.60203409 -0.00559087 -0.15656283 -0.02093008 0.27620782 0.56978762 0.24927143 0.03252366 0.08422246 0.03252366 0.60203409 0.24927143 1.05134076 0.27620782 0.24927143 -0.33204089 -0.00559087 0.03252366 0.27620782 0.42263563 *** 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) = -0.2544338134 Kirchhoff stress 0.12226E-02 -0.15967E-01 -0.10875E+00 -0.15967E-01 0.53582E-01 0.22738E-02 -0.10875E+00 0.22738E-02 -0.99256E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80805964 0.56342011 1.05217062 -0.15967877 0.07616787 0.25818476 0.56342011 1.12936489 0.42610762 -0.03035661 0.04068177 -0.33327615 1.05217062 0.42610762 1.66279574 0.29360537 0.62057151 0.01410678 -0.15967877 -0.03035661 0.29360537 0.56342011 0.25818476 0.04068177 0.07616787 0.04068177 0.62057151 0.25818476 1.05217062 0.29360537 0.25818476 -0.33327615 0.01410678 0.04068177 0.29360537 0.42610762 *** 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) = -0.2536214584 Kirchhoff stress 0.10698E-02 -0.18774E-01 -0.11262E+00 -0.18774E-01 0.52742E-01 -0.27156E-02 -0.11262E+00 -0.27156E-02 -0.10727E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80953024 0.56261211 1.05399205 -0.15812139 0.06930245 0.26938653 0.56261211 1.13088381 0.43436333 -0.02893547 0.05420688 -0.33415233 1.05399205 0.43436333 1.71052127 0.31474763 0.64252036 0.04173017 -0.15812139 -0.02893547 0.31474763 0.56261211 0.26938653 0.05420688 0.06930245 0.05420688 0.64252036 0.26938653 1.05399205 0.31474763 0.26938653 -0.33415233 0.04173017 0.05420688 0.31474763 0.43436333 *** 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) = -0.2528159624 Kirchhoff stress 0.21837E-02 -0.20014E-01 -0.11515E+00 -0.20014E-01 0.53890E-01 -0.63466E-02 -0.11515E+00 -0.63466E-02 -0.11334E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80811717 0.55607618 1.05206797 -0.16086826 0.05943198 0.27714852 0.55607618 1.12151593 0.43859704 -0.03548399 0.06405530 -0.33979718 1.05206797 0.43859704 1.74652069 0.33222174 0.65829876 0.06320611 -0.16086826 -0.03548399 0.33222174 0.55607618 0.27714852 0.06405530 0.05943198 0.06405530 0.65829876 0.27714852 1.05206797 0.33222174 0.27714852 -0.33979718 0.06320611 0.06405530 0.33222174 0.43859704 *** 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) = -0.2520174658 Kirchhoff stress 0.33848E-02 -0.21254E-01 -0.11742E+00 -0.21254E-01 0.54907E-01 -0.10165E-01 -0.11742E+00 -0.10165E-01 -0.11935E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80734692 0.54979054 1.04885655 -0.16335626 0.04877854 0.28439602 0.54979054 1.11153224 0.44404092 -0.04216473 0.07425715 -0.34458212 1.04885655 0.44404092 1.78213725 0.34953372 0.67264322 0.08569786 -0.16335626 -0.04216473 0.34953372 0.54979054 0.28439602 0.07425715 0.04877854 0.07425715 0.67264322 0.28439602 1.04885655 0.34953372 0.28439602 -0.34458212 0.08569786 0.07425715 0.34953372 0.44404092 *** 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) = -0.2512312295 Kirchhoff stress 0.44549E-02 -0.23074E-01 -0.11982E+00 -0.23074E-01 0.54185E-01 -0.15249E-01 -0.11982E+00 -0.15249E-01 -0.12600E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80742105 0.54512995 1.04499595 -0.16509081 0.03772627 0.29201569 0.54512995 1.11113743 0.45542273 -0.04522455 0.08731301 -0.34154058 1.04499595 0.45542273 1.81943041 0.36834040 0.68666725 0.11235545 -0.16509081 -0.04522455 0.36834040 0.54512995 0.29201569 0.08731301 0.03772627 0.08731301 0.68666725 0.29201569 1.04499595 0.36834040 0.29201569 -0.34154058 0.11235545 0.08731301 0.36834040 0.45542273 *** 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) = -0.2504670552 Kirchhoff stress 0.58365E-02 -0.24264E-01 -0.12150E+00 -0.24264E-01 0.54959E-01 -0.19363E-01 -0.12150E+00 -0.19363E-01 -0.13176E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80797040 0.53928976 1.03917269 -0.16711991 0.02560746 0.29803645 0.53928976 1.09997139 0.46312708 -0.05221395 0.09798085 -0.34464467 1.03917269 0.46312708 1.85373613 0.38499827 0.69786126 0.13650459 -0.16711991 -0.05221395 0.38499827 0.53928976 0.29803645 0.09798085 0.02560746 0.09798085 0.69786126 0.29803645 1.03917269 0.38499827 0.29803645 -0.34464467 0.13650459 0.09798085 0.38499827 0.46312708 *** 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) = -0.2497196481 Kirchhoff stress 0.72891E-02 -0.25436E-01 -0.12291E+00 -0.25436E-01 0.55591E-01 -0.23615E-01 -0.12291E+00 -0.23615E-01 -0.13737E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80922379 0.53375263 1.03210404 -0.16888714 0.01286027 0.30343653 0.53375263 1.08828560 0.47198891 -0.05922181 0.10889231 -0.34683424 1.03210404 0.47198891 1.88721740 0.40127533 0.70743994 0.16139947 -0.16888714 -0.05922181 0.40127533 0.53375263 0.30343653 0.10889231 0.01286027 0.10889231 0.70743994 0.30343653 1.03210404 0.40127533 0.30343653 -0.34683424 0.16139947 0.10889231 0.40127533 0.47198891 *** 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) = -0.2489921813 Kirchhoff stress 0.88065E-02 -0.26586E-01 -0.12401E+00 -0.26586E-01 0.56077E-01 -0.27991E-01 -0.12401E+00 -0.27991E-01 -0.14281E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81119689 0.52853001 1.02381503 -0.17039285 -0.00045771 0.30818383 0.52853001 1.07612580 0.48198212 -0.06621052 0.12000601 -0.34809307 1.02381503 0.48198212 1.91972964 0.41709816 0.71535452 0.18694074 -0.17039285 -0.06621052 0.41709816 0.52853001 0.30818383 0.12000601 -0.00045771 0.12000601 0.71535452 0.30818383 1.02381503 0.41709816 0.30818383 -0.34809307 0.18694074 0.12000601 0.41709816 0.48198212 *** 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) = -0.2482943263 Kirchhoff stress 0.10366E-01 -0.27911E-01 -0.12482E+00 -0.27911E-01 0.53907E-01 -0.32471E-01 -0.12482E+00 -0.32471E-01 -0.14806E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81390445 0.52379777 1.01433706 -0.17162347 -0.01428550 0.31224920 0.52379777 1.08888211 0.49307531 -0.07108909 0.13127853 -0.34840807 1.01433706 0.49307531 1.95113110 0.43239421 0.72156340 0.21302476 -0.17162347 -0.07108909 0.43239421 0.52379777 0.31224920 0.13127853 -0.01428550 0.13127853 0.72156340 0.31224920 1.01433706 0.43239421 0.31224920 -0.34840807 0.21302476 0.13127853 0.43239421 0.49307531 *** 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) = -0.2476297106 Kirchhoff stress 0.13609E-01 -0.28377E-01 -0.12422E+00 -0.28377E-01 0.54413E-01 -0.36629E-01 -0.12422E+00 -0.36629E-01 -0.15234E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80716939 0.51780871 0.99892923 -0.17637580 -0.03553575 0.31302629 0.51780871 1.07488709 0.50457809 -0.07865852 0.14171011 -0.34812254 0.99892923 0.50457809 1.97904186 0.44532488 0.72275960 0.23833347 -0.17637580 -0.07865852 0.44532488 0.51780871 0.31302629 0.14171011 -0.03553575 0.14171011 0.72275960 0.31302629 0.99892923 0.44532488 0.31302629 -0.34812254 0.23833347 0.14171011 0.44532488 0.50457809 *** 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) = -0.2470025139 Kirchhoff stress 0.15315E-01 -0.29366E-01 -0.12438E+00 -0.29366E-01 0.54567E-01 -0.41235E-01 -0.12438E+00 -0.41235E-01 -0.15712E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81134133 0.51343888 0.98707717 -0.17725398 -0.05028340 0.31551783 0.51343888 1.06075093 0.51768762 -0.08564044 0.15307367 -0.34657200 0.98707717 0.51768762 2.00770967 0.45924335 0.72534917 0.26508681 -0.17725398 -0.08564044 0.45924335 0.51343888 0.31551783 0.15307367 -0.05028340 0.15307367 0.72534917 0.31551783 0.98707717 0.45924335 0.31551783 -0.34657200 0.26508681 0.15307367 0.45924335 0.51768762 *** 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) = -0.2464066503 Kirchhoff stress 0.17054E-01 -0.30308E-01 -0.12423E+00 -0.30308E-01 0.54569E-01 -0.45887E-01 -0.12423E+00 -0.45887E-01 -0.16163E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81629025 0.50940775 0.97417215 -0.17786327 -0.06533107 0.31725956 0.50940775 1.04636821 0.53176623 -0.09246167 0.16445004 -0.34406426 0.97417215 0.53176623 2.03486462 0.47242438 0.72615589 0.29204672 -0.17786327 -0.09246167 0.47242438 0.50940775 0.31725956 0.16445004 -0.06533107 0.16445004 0.72615589 0.31725956 0.97417215 0.47242438 0.31725956 -0.34406426 0.29204672 0.16445004 0.47242438 0.53176623 *** 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) = -0.2458447491 Kirchhoff stress 0.18819E-01 -0.31197E-01 -0.12378E+00 -0.31197E-01 0.54420E-01 -0.50565E-01 -0.12378E+00 -0.50565E-01 -0.16587E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82201940 0.50571749 0.96027028 -0.17820037 -0.08060745 0.31823720 0.50571749 1.03179805 0.54676134 -0.09909419 0.17578946 -0.34060121 0.96027028 0.54676134 2.06038425 0.48480381 0.72517069 0.31909705 -0.17820037 -0.09909419 0.48480381 0.50571749 0.31823720 0.17578946 -0.08060745 0.17578946 0.72517069 0.31823720 0.96027028 0.48480381 0.31823720 -0.34060121 0.31909705 0.17578946 0.48480381 0.54676134 *** 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) = -0.2453248054 Kirchhoff stress 0.22707E-01 -0.30446E-01 -0.12146E+00 -0.30446E-01 0.55314E-01 -0.54148E-01 -0.12146E+00 -0.54148E-01 -0.16792E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81839299 0.49636748 0.94022191 -0.18604906 -0.10159596 0.31436843 0.49636748 1.01350953 0.56010832 -0.11014962 0.18403733 -0.33841871 0.94022191 0.56010832 2.07260349 0.49271503 0.71515366 0.34124665 -0.18604906 -0.11014962 0.49271503 0.49636748 0.31436843 0.18403733 -0.10159596 0.18403733 0.71515366 0.31436843 0.94022191 0.49271503 0.31436843 -0.33841871 0.34124665 0.18403733 0.49271503 0.56010832 *** 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) = -0.2448446353 Kirchhoff stress 0.24469E-01 -0.31186E-01 -0.12041E+00 -0.31186E-01 0.54921E-01 -0.58783E-01 -0.12041E+00 -0.58783E-01 -0.17153E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82600355 0.49323550 0.92460439 -0.18578547 -0.11696669 0.31376853 0.49323550 0.99847937 0.57661074 -0.11655079 0.19503932 -0.33321877 0.92460439 0.57661074 2.09434977 0.50323671 0.71060990 0.36793427 -0.18578547 -0.11655079 0.50323671 0.49323550 0.31376853 0.19503932 -0.11696669 0.19503932 0.71060990 0.31376853 0.92460439 0.50323671 0.31376853 -0.33321877 0.36793427 0.19503932 0.50323671 0.57661074 *** 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) = -0.2444071270 Kirchhoff stress 0.24976E-01 -0.32092E-01 -0.11865E+00 -0.32092E-01 0.50682E-01 -0.62855E-01 -0.11865E+00 -0.62855E-01 -0.17501E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83795867 0.49892334 0.90884171 -0.18263352 -0.13372952 0.31056794 0.49892334 1.01141950 0.59495275 -0.12376248 0.20345106 -0.33025870 0.90884171 0.59495275 2.11428925 0.51363794 0.70401364 0.39396731 -0.18263352 -0.12376248 0.51363794 0.49892334 0.31056794 0.20345106 -0.13372952 0.20345106 0.70401364 0.31056794 0.90884171 0.51363794 0.31056794 -0.33025870 0.39396731 0.20345106 0.51363794 0.59495275 *** 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) = -0.2440209375 Kirchhoff stress 0.26751E-01 -0.32704E-01 -0.11701E+00 -0.32704E-01 0.50063E-01 -0.67405E-01 -0.11701E+00 -0.67405E-01 -0.17796E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84696174 0.49634816 0.89170329 -0.18186621 -0.14897761 0.30846629 0.49634816 0.99605123 0.61284130 -0.12943924 0.21404360 -0.32326895 0.89170329 0.61284130 2.13205370 0.52216653 0.69599269 0.42001224 -0.18186621 -0.12943924 0.52216653 0.49634816 0.30846629 0.21404360 -0.14897761 0.21404360 0.69599269 0.30846629 0.89170329 0.52216653 0.30846629 -0.32326895 0.42001224 0.21404360 0.52216653 0.61284130 *** 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) = -0.2436784743 Kirchhoff stress 0.28501E-01 -0.33240E-01 -0.11509E+00 -0.33240E-01 0.49307E-01 -0.71883E-01 -0.11509E+00 -0.71883E-01 -0.18055E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85671649 0.49412047 0.87393116 -0.18078671 -0.16408283 0.30560215 0.49412047 0.98080152 0.63131011 -0.13483132 0.22434930 -0.31539947 0.87393116 0.63131011 2.14770102 0.52963595 0.68627760 0.44555800 -0.18078671 -0.13483132 0.52963595 0.49412047 0.30560215 0.22434930 -0.16408283 0.22434930 0.68627760 0.30560215 0.87393116 0.52963595 0.30560215 -0.31539947 0.44555800 0.22434930 0.52963595 0.63131011 *** 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) = -0.2433812420 Kirchhoff stress 0.30215E-01 -0.33696E-01 -0.11290E+00 -0.33696E-01 0.48418E-01 -0.76267E-01 -0.11290E+00 -0.76267E-01 -0.18279E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86720216 0.49223896 0.85560821 -0.17938968 -0.17897361 0.30198696 0.49223896 0.96573110 0.65028042 -0.13992469 0.23431838 -0.30667799 0.85560821 0.65028042 2.16115951 0.53600769 0.67491143 0.47048817 -0.17938968 -0.13992469 0.53600769 0.49223896 0.30198696 0.23431838 -0.17897361 0.23431838 0.67491143 0.30198696 0.85560821 0.53600769 0.30198696 -0.30667799 0.47048817 0.23431838 0.53600769 0.65028042 *** 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) = -0.2431305241 Kirchhoff stress 0.31885E-01 -0.34069E-01 -0.11044E+00 -0.34069E-01 0.47403E-01 -0.80540E-01 -0.11044E+00 -0.80540E-01 -0.18465E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87839389 0.49070224 0.83682022 -0.17766999 -0.19357979 0.29763641 0.49070224 0.95089950 0.66967014 -0.14470782 0.24390215 -0.29713677 0.83682022 0.66967014 2.17236781 0.54124864 0.66194557 0.49468853 -0.17766999 -0.14470782 0.54124864 0.49070224 0.29763641 0.24390215 -0.19357979 0.24390215 0.66194557 0.29763641 0.83682022 0.54124864 0.29763641 -0.29713677 0.49468853 0.24390215 0.54124864 0.66967014 *** 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) = -0.2429273752 Kirchhoff stress 0.33500E-01 -0.34357E-01 -0.10773E+00 -0.34357E-01 0.46268E-01 -0.84681E-01 -0.10773E+00 -0.84681E-01 -0.18613E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89026273 0.48950894 0.81765537 -0.17562299 -0.20783312 0.29257036 0.48950894 0.93636460 0.68939429 -0.14917155 0.25305343 -0.28681255 0.81765537 0.68939429 2.18127528 0.54533141 0.64743949 0.51804767 -0.17562299 -0.14917155 0.54533141 0.48950894 0.29257036 0.25305343 -0.20783312 0.25305343 0.64743949 0.29257036 0.81765537 0.54533141 0.29257036 -0.28681255 0.51804767 0.25305343 0.54533141 0.68939429 *** 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) = -0.2427822353 Kirchhoff stress 0.37252E-01 -0.34561E-01 -0.10492E+00 -0.34561E-01 0.44363E-01 -0.89657E-01 -0.10492E+00 -0.89657E-01 -0.18869E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88109795 0.48866423 0.79757402 -0.17026124 -0.21583766 0.28663583 0.48866423 0.92418106 0.71403404 -0.15422278 0.26035572 -0.27269114 0.79757402 0.71403404 2.19872783 0.54618885 0.62843136 0.54758849 -0.17026124 -0.15422278 0.54618885 0.48866423 0.28663583 0.26035572 -0.21583766 0.26035572 0.62843136 0.28663583 0.79757402 0.54618885 0.28663583 -0.27269114 0.54758849 0.26035572 0.54618885 0.71403404 *** 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) = -0.2427069665 Kirchhoff stress 0.38615E-01 -0.34156E-01 -0.10141E+00 -0.34156E-01 0.41435E-01 -0.94512E-01 -0.10141E+00 -0.94512E-01 -0.19004E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89386651 0.48929146 0.77837744 -0.16790770 -0.22928978 0.28096471 0.48929146 0.92079336 0.73872086 -0.16145520 0.26622134 -0.25399930 0.77837744 0.73872086 2.20451722 0.54639769 0.61012985 0.57182316 -0.16790770 -0.16145520 0.54639769 0.48929146 0.28096471 0.26622134 -0.22928978 0.26622134 0.61012985 0.28096471 0.77837744 0.54639769 0.28096471 -0.25399930 0.57182316 0.26622134 0.54639769 0.73872086 *** 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) = -0.2426826540 Kirchhoff stress 0.40070E-01 -0.34201E-01 -0.98061E-01 -0.34201E-01 0.40070E-01 -0.98061E-01 -0.98061E-01 -0.98061E-01 -0.19023E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90707329 0.48912201 0.75855609 -0.16484979 -0.24194636 0.27389243 0.48912201 0.90707329 0.75855609 -0.16484979 0.27389243 -0.24194636 0.75855609 0.75855609 2.20569878 0.54700129 0.59159126 0.59159126 -0.16484979 -0.16484979 0.54700129 0.48912201 0.27389243 0.27389243 -0.24194636 0.27389243 0.59159126 0.27389243 0.75855609 0.54700129 0.27389243 -0.24194636 0.59159126 0.27389243 0.54700129 0.75855609 *** 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) = -0.2427069665 Kirchhoff stress 0.41435E-01 -0.34156E-01 -0.94512E-01 -0.34156E-01 0.38615E-01 -0.10141E+00 -0.94512E-01 -0.10141E+00 -0.19004E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92079336 0.48929146 0.73872086 -0.16145520 -0.25399930 0.26622134 0.48929146 0.89386651 0.77837744 -0.16790770 0.28096471 -0.22928978 0.73872086 0.77837744 2.20451722 0.54639769 0.57182316 0.61012985 -0.16145520 -0.16790770 0.54639769 0.48929146 0.26622134 0.28096471 -0.25399930 0.28096471 0.57182316 0.26622134 0.73872086 0.54639769 0.26622134 -0.22928978 0.61012985 0.28096471 0.54639769 0.77837744 *** 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) = -0.2427822353 Kirchhoff stress 0.44363E-01 -0.34561E-01 -0.89657E-01 -0.34561E-01 0.37252E-01 -0.10492E+00 -0.89657E-01 -0.10492E+00 -0.18869E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92418106 0.48866423 0.71403404 -0.15422278 -0.27269114 0.26035572 0.48866423 0.88109795 0.79757402 -0.17026124 0.28663583 -0.21583766 0.71403404 0.79757402 2.19872783 0.54618885 0.54758849 0.62843136 -0.15422278 -0.17026124 0.54618885 0.48866423 0.26035572 0.28663583 -0.27269114 0.28663583 0.54758849 0.26035572 0.71403404 0.54618885 0.26035572 -0.21583766 0.62843136 0.28663583 0.54618885 0.79757402 *** 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) = -0.2429273752 Kirchhoff stress 0.46268E-01 -0.34357E-01 -0.84681E-01 -0.34357E-01 0.33500E-01 -0.10773E+00 -0.84681E-01 -0.10773E+00 -0.18613E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93636460 0.48950894 0.68939429 -0.14917155 -0.28681255 0.25305343 0.48950894 0.89026273 0.81765537 -0.17562299 0.29257036 -0.20783312 0.68939429 0.81765537 2.18127528 0.54533141 0.51804767 0.64743949 -0.14917155 -0.17562299 0.54533141 0.48950894 0.25305343 0.29257036 -0.28681255 0.29257036 0.51804767 0.25305343 0.68939429 0.54533141 0.25305343 -0.20783312 0.64743949 0.29257036 0.54533141 0.81765537 *** 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) = -0.2431305241 Kirchhoff stress 0.47403E-01 -0.34069E-01 -0.80540E-01 -0.34069E-01 0.31885E-01 -0.11044E+00 -0.80540E-01 -0.11044E+00 -0.18465E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95089950 0.49070224 0.66967014 -0.14470782 -0.29713677 0.24390215 0.49070224 0.87839389 0.83682022 -0.17766999 0.29763641 -0.19357979 0.66967014 0.83682022 2.17236781 0.54124864 0.49468853 0.66194557 -0.14470782 -0.17766999 0.54124864 0.49070224 0.24390215 0.29763641 -0.29713677 0.29763641 0.49468853 0.24390215 0.66967014 0.54124864 0.24390215 -0.19357979 0.66194557 0.29763641 0.54124864 0.83682022 *** 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) = -0.2433812420 Kirchhoff stress 0.48418E-01 -0.33696E-01 -0.76267E-01 -0.33696E-01 0.30215E-01 -0.11290E+00 -0.76267E-01 -0.11290E+00 -0.18279E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96573110 0.49223896 0.65028042 -0.13992469 -0.30667799 0.23431838 0.49223896 0.86720216 0.85560821 -0.17938968 0.30198696 -0.17897361 0.65028042 0.85560821 2.16115951 0.53600769 0.47048817 0.67491143 -0.13992469 -0.17938968 0.53600769 0.49223896 0.23431838 0.30198696 -0.30667799 0.30198696 0.47048817 0.23431838 0.65028042 0.53600769 0.23431838 -0.17897361 0.67491143 0.30198696 0.53600769 0.85560821 *** 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) = -0.2436784743 Kirchhoff stress 0.49307E-01 -0.33240E-01 -0.71883E-01 -0.33240E-01 0.28501E-01 -0.11509E+00 -0.71883E-01 -0.11509E+00 -0.18055E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98080152 0.49412047 0.63131011 -0.13483132 -0.31539947 0.22434930 0.49412047 0.85671649 0.87393116 -0.18078671 0.30560215 -0.16408283 0.63131011 0.87393116 2.14770102 0.52963595 0.44555800 0.68627760 -0.13483132 -0.18078671 0.52963595 0.49412047 0.22434930 0.30560215 -0.31539947 0.30560215 0.44555800 0.22434930 0.63131011 0.52963595 0.22434930 -0.16408283 0.68627760 0.30560215 0.52963595 0.87393116 *** 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) = -0.2440209375 Kirchhoff stress 0.50063E-01 -0.32704E-01 -0.67405E-01 -0.32704E-01 0.26751E-01 -0.11701E+00 -0.67405E-01 -0.11701E+00 -0.17796E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99605123 0.49634816 0.61284130 -0.12943924 -0.32326895 0.21404360 0.49634816 0.84696174 0.89170329 -0.18186621 0.30846629 -0.14897761 0.61284130 0.89170329 2.13205370 0.52216653 0.42001224 0.69599269 -0.12943924 -0.18186621 0.52216653 0.49634816 0.21404360 0.30846629 -0.32326895 0.30846629 0.42001224 0.21404360 0.61284130 0.52216653 0.21404360 -0.14897761 0.69599269 0.30846629 0.52216653 0.89170329 *** 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) = -0.2444071270 Kirchhoff stress 0.50682E-01 -0.32092E-01 -0.62855E-01 -0.32092E-01 0.24976E-01 -0.11865E+00 -0.62855E-01 -0.11865E+00 -0.17501E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01141950 0.49892334 0.59495275 -0.12376248 -0.33025870 0.20345106 0.49892334 0.83795867 0.90884171 -0.18263352 0.31056794 -0.13372952 0.59495275 0.90884171 2.11428925 0.51363794 0.39396731 0.70401364 -0.12376248 -0.18263352 0.51363794 0.49892334 0.20345106 0.31056794 -0.33025870 0.31056794 0.39396731 0.20345106 0.59495275 0.51363794 0.20345106 -0.13372952 0.70401364 0.31056794 0.51363794 0.90884171 *** 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) = -0.2448446353 Kirchhoff stress 0.54921E-01 -0.31186E-01 -0.58783E-01 -0.31186E-01 0.24469E-01 -0.12041E+00 -0.58783E-01 -0.12041E+00 -0.17153E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99847937 0.49323550 0.57661074 -0.11655079 -0.33321877 0.19503932 0.49323550 0.82600355 0.92460439 -0.18578547 0.31376853 -0.11696669 0.57661074 0.92460439 2.09434977 0.50323671 0.36793427 0.71060990 -0.11655079 -0.18578547 0.50323671 0.49323550 0.19503932 0.31376853 -0.33321877 0.31376853 0.36793427 0.19503932 0.57661074 0.50323671 0.19503932 -0.11696669 0.71060990 0.31376853 0.50323671 0.92460439 *** 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) = -0.2453248054 Kirchhoff stress 0.55314E-01 -0.30446E-01 -0.54148E-01 -0.30446E-01 0.22707E-01 -0.12146E+00 -0.54148E-01 -0.12146E+00 -0.16792E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01350953 0.49636748 0.56010832 -0.11014962 -0.33841871 0.18403733 0.49636748 0.81839299 0.94022191 -0.18604906 0.31436843 -0.10159596 0.56010832 0.94022191 2.07260349 0.49271503 0.34124665 0.71515366 -0.11014962 -0.18604906 0.49271503 0.49636748 0.18403733 0.31436843 -0.33841871 0.31436843 0.34124665 0.18403733 0.56010832 0.49271503 0.18403733 -0.10159596 0.71515366 0.31436843 0.49271503 0.94022191 *** 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) = -0.2458447491 Kirchhoff stress 0.54420E-01 -0.31197E-01 -0.50565E-01 -0.31197E-01 0.18819E-01 -0.12378E+00 -0.50565E-01 -0.12378E+00 -0.16587E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03179805 0.50571749 0.54676134 -0.09909419 -0.34060121 0.17578946 0.50571749 0.82201940 0.96027028 -0.17820037 0.31823720 -0.08060745 0.54676134 0.96027028 2.06038425 0.48480381 0.31909705 0.72517069 -0.09909419 -0.17820037 0.48480381 0.50571749 0.17578946 0.31823720 -0.34060121 0.31823720 0.31909705 0.17578946 0.54676134 0.48480381 0.17578946 -0.08060745 0.72517069 0.31823720 0.48480381 0.96027028 *** 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) = -0.2464066503 Kirchhoff stress 0.54569E-01 -0.30308E-01 -0.45887E-01 -0.30308E-01 0.17054E-01 -0.12423E+00 -0.45887E-01 -0.12423E+00 -0.16163E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04636821 0.50940775 0.53176623 -0.09246167 -0.34406426 0.16445004 0.50940775 0.81629025 0.97417215 -0.17786327 0.31725956 -0.06533107 0.53176623 0.97417215 2.03486462 0.47242438 0.29204672 0.72615589 -0.09246167 -0.17786327 0.47242438 0.50940775 0.16445004 0.31725956 -0.34406426 0.31725956 0.29204672 0.16445004 0.53176623 0.47242438 0.16445004 -0.06533107 0.72615589 0.31725956 0.47242438 0.97417215 *** 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) = -0.2470025139 Kirchhoff stress 0.54567E-01 -0.29366E-01 -0.41235E-01 -0.29366E-01 0.15315E-01 -0.12438E+00 -0.41235E-01 -0.12438E+00 -0.15712E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06075093 0.51343888 0.51768762 -0.08564044 -0.34657200 0.15307367 0.51343888 0.81134133 0.98707717 -0.17725398 0.31551783 -0.05028340 0.51768762 0.98707717 2.00770967 0.45924335 0.26508681 0.72534917 -0.08564044 -0.17725398 0.45924335 0.51343888 0.15307367 0.31551783 -0.34657200 0.31551783 0.26508681 0.15307367 0.51768762 0.45924335 0.15307367 -0.05028340 0.72534917 0.31551783 0.45924335 0.98707717 *** 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) = -0.2476297106 Kirchhoff stress 0.54413E-01 -0.28377E-01 -0.36629E-01 -0.28377E-01 0.13609E-01 -0.12422E+00 -0.36629E-01 -0.12422E+00 -0.15234E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07488709 0.51780871 0.50457809 -0.07865852 -0.34812254 0.14171011 0.51780871 0.80716939 0.99892923 -0.17637580 0.31302629 -0.03553575 0.50457809 0.99892923 1.97904186 0.44532488 0.23833347 0.72275960 -0.07865852 -0.17637580 0.44532488 0.51780871 0.14171011 0.31302629 -0.34812254 0.31302629 0.23833347 0.14171011 0.50457809 0.44532488 0.14171011 -0.03553575 0.72275960 0.31302629 0.44532488 0.99892923 *** 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) = -0.2482943263 Kirchhoff stress 0.53907E-01 -0.27911E-01 -0.32471E-01 -0.27911E-01 0.10366E-01 -0.12482E+00 -0.32471E-01 -0.12482E+00 -0.14806E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08888211 0.52379777 0.49307531 -0.07108909 -0.34840807 0.13127853 0.52379777 0.81390445 1.01433706 -0.17162347 0.31224920 -0.01428550 0.49307531 1.01433706 1.95113110 0.43239421 0.21302476 0.72156340 -0.07108909 -0.17162347 0.43239421 0.52379777 0.13127853 0.31224920 -0.34840807 0.31224920 0.21302476 0.13127853 0.49307531 0.43239421 0.13127853 -0.01428550 0.72156340 0.31224920 0.43239421 1.01433706 *** 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) = -0.2489921813 Kirchhoff stress 0.56077E-01 -0.26586E-01 -0.27991E-01 -0.26586E-01 0.88065E-02 -0.12401E+00 -0.27991E-01 -0.12401E+00 -0.14281E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07612580 0.52853001 0.48198212 -0.06621052 -0.34809307 0.12000601 0.52853001 0.81119689 1.02381503 -0.17039285 0.30818383 -0.00045771 0.48198212 1.02381503 1.91972964 0.41709816 0.18694074 0.71535452 -0.06621052 -0.17039285 0.41709816 0.52853001 0.12000601 0.30818383 -0.34809307 0.30818383 0.18694074 0.12000601 0.48198212 0.41709816 0.12000601 -0.00045771 0.71535452 0.30818383 0.41709816 1.02381503 *** 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) = -0.2497196481 Kirchhoff stress 0.55591E-01 -0.25436E-01 -0.23615E-01 -0.25436E-01 0.72891E-02 -0.12291E+00 -0.23615E-01 -0.12291E+00 -0.13737E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08828560 0.53375263 0.47198891 -0.05922181 -0.34683424 0.10889231 0.53375263 0.80922379 1.03210404 -0.16888714 0.30343653 0.01286027 0.47198891 1.03210404 1.88721740 0.40127533 0.16139947 0.70743994 -0.05922181 -0.16888714 0.40127533 0.53375263 0.10889231 0.30343653 -0.34683424 0.30343653 0.16139947 0.10889231 0.47198891 0.40127533 0.10889231 0.01286027 0.70743994 0.30343653 0.40127533 1.03210404 *** 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) = -0.2504670552 Kirchhoff stress 0.54959E-01 -0.24264E-01 -0.19363E-01 -0.24264E-01 0.58365E-02 -0.12150E+00 -0.19363E-01 -0.12150E+00 -0.13176E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09997139 0.53928976 0.46312708 -0.05221395 -0.34464467 0.09798085 0.53928976 0.80797040 1.03917269 -0.16711991 0.29803645 0.02560746 0.46312708 1.03917269 1.85373613 0.38499827 0.13650459 0.69786126 -0.05221395 -0.16711991 0.38499827 0.53928976 0.09798085 0.29803645 -0.34464467 0.29803645 0.13650459 0.09798085 0.46312708 0.38499827 0.09798085 0.02560746 0.69786126 0.29803645 0.38499827 1.03917269 *** 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) = -0.2512312295 Kirchhoff stress 0.54185E-01 -0.23074E-01 -0.15249E-01 -0.23074E-01 0.44549E-02 -0.11982E+00 -0.15249E-01 -0.11982E+00 -0.12600E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11113743 0.54512995 0.45542273 -0.04522455 -0.34154058 0.08731301 0.54512995 0.80742105 1.04499595 -0.16509081 0.29201569 0.03772627 0.45542273 1.04499595 1.81943041 0.36834040 0.11235545 0.68666725 -0.04522455 -0.16509081 0.36834040 0.54512995 0.08731301 0.29201569 -0.34154058 0.29201569 0.11235545 0.08731301 0.45542273 0.36834040 0.08731301 0.03772627 0.68666725 0.29201569 0.36834040 1.04499595 *** 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) = -0.2520174658 Kirchhoff stress 0.54907E-01 -0.21254E-01 -0.10165E-01 -0.21254E-01 0.33848E-02 -0.11742E+00 -0.10165E-01 -0.11742E+00 -0.11935E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11153224 0.54979054 0.44404092 -0.04216473 -0.34458212 0.07425715 0.54979054 0.80734692 1.04885655 -0.16335626 0.28439602 0.04877854 0.44404092 1.04885655 1.78213725 0.34953372 0.08569786 0.67264322 -0.04216473 -0.16335626 0.34953372 0.54979054 0.07425715 0.28439602 -0.34458212 0.28439602 0.08569786 0.07425715 0.44404092 0.34953372 0.07425715 0.04877854 0.67264322 0.28439602 0.34953372 1.04885655 *** 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) = -0.2528159624 Kirchhoff stress 0.53890E-01 -0.20014E-01 -0.63466E-02 -0.20014E-01 0.21837E-02 -0.11515E+00 -0.63466E-02 -0.11515E+00 -0.11334E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12151593 0.55607618 0.43859704 -0.03548399 -0.33979718 0.06405530 0.55607618 0.80811717 1.05206797 -0.16086826 0.27714852 0.05943198 0.43859704 1.05206797 1.74652069 0.33222174 0.06320611 0.65829876 -0.03548399 -0.16086826 0.33222174 0.55607618 0.06405530 0.27714852 -0.33979718 0.27714852 0.06320611 0.06405530 0.43859704 0.33222174 0.06405530 0.05943198 0.65829876 0.27714852 0.33222174 1.05206797 *** 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) = -0.2536214584 Kirchhoff stress 0.52742E-01 -0.18774E-01 -0.27156E-02 -0.18774E-01 0.10698E-02 -0.11262E+00 -0.27156E-02 -0.11262E+00 -0.10727E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13088381 0.56261211 0.43436333 -0.02893547 -0.33415233 0.05420688 0.56261211 0.80953024 1.05399205 -0.15812139 0.26938653 0.06930245 0.43436333 1.05399205 1.71052127 0.31474763 0.04173017 0.64252036 -0.02893547 -0.15812139 0.31474763 0.56261211 0.05420688 0.26938653 -0.33415233 0.26938653 0.04173017 0.05420688 0.43436333 0.31474763 0.05420688 0.06930245 0.64252036 0.26938653 0.31474763 1.05399205 *** 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) = -0.2544338134 Kirchhoff stress 0.53582E-01 -0.15967E-01 0.22738E-02 -0.15967E-01 0.12226E-02 -0.10875E+00 0.22738E-02 -0.10875E+00 -0.99256E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12936489 0.56342011 0.42610762 -0.03035661 -0.33327615 0.04068177 0.56342011 0.80805964 1.05217062 -0.15967877 0.25818476 0.07616787 0.42610762 1.05217062 1.66279574 0.29360537 0.01410678 0.62057151 -0.03035661 -0.15967877 0.29360537 0.56342011 0.04068177 0.25818476 -0.33327615 0.25818476 0.01410678 0.04068177 0.42610762 0.29360537 0.04068177 0.07616787 0.62057151 0.25818476 0.29360537 1.05217062 *** 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) = -0.2552546094 Kirchhoff stress 0.54535E-01 -0.15068E-01 0.61609E-02 -0.15068E-01 0.40039E-03 -0.10579E+00 0.61609E-02 -0.10579E+00 -0.92896E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11594685 0.56978762 0.42263563 -0.02093008 -0.33204089 0.03252366 0.56978762 0.81041792 1.05134076 -0.15656283 0.24927143 0.08422246 0.42263563 1.05134076 1.62616592 0.27620782 -0.00559087 0.60203409 -0.02093008 -0.15656283 0.27620782 0.56978762 0.03252366 0.24927143 -0.33204089 0.24927143 -0.00559087 0.03252366 0.42263563 0.27620782 0.03252366 0.08422246 0.60203409 0.24927143 0.27620782 1.05134076 *** 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) = -0.2560830476 Kirchhoff stress 0.53116E-01 -0.13842E-01 0.91825E-02 -0.13842E-01 -0.37732E-03 -0.10251E+00 0.91825E-02 -0.10251E+00 -0.86720E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12267800 0.57683359 0.42204815 -0.01492217 -0.32414227 0.02391707 0.57683359 0.81335158 1.04927827 -0.15326095 0.24011138 0.09135747 0.42204815 1.04927827 1.58974288 0.25861631 -0.02357056 0.58222788 -0.01492217 -0.15326095 0.25861631 0.57683359 0.02391707 0.24011138 -0.32414227 0.24011138 -0.02357056 0.02391707 0.42204815 0.25861631 0.02391707 0.09135747 0.58222788 0.24011138 0.25861631 1.04927827 *** 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) = -0.2569053343 Kirchhoff stress 0.51591E-01 -0.12639E-01 0.11966E-01 -0.12639E-01 -0.10559E-02 -0.99012E-01 0.11966E-01 -0.99012E-01 -0.80574E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12867695 0.58404547 0.42267281 -0.00918750 -0.31550682 0.01578587 0.58404547 0.81682596 1.04596259 -0.14969886 0.23061261 0.09756676 0.42267281 1.04596259 1.55353868 0.24115421 -0.04024065 0.56131181 -0.00918750 -0.14969886 0.24115421 0.58404547 0.01578587 0.23061261 -0.31550682 0.23061261 -0.04024065 0.01578587 0.42267281 0.24115421 0.01578587 0.09756676 0.56131181 0.23061261 0.24115421 1.04596259 *** 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) = -0.2577287198 Kirchhoff stress 0.49914E-01 -0.11119E-01 0.14599E-01 -0.11119E-01 -0.38936E-02 -0.95960E-01 0.14599E-01 -0.95960E-01 -0.74660E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13394206 0.59187950 0.42453668 -0.00383602 -0.30618980 0.00828953 0.59187950 0.84168125 1.04308220 -0.14905985 0.21992177 0.10872193 0.42453668 1.04308220 1.51782844 0.22363496 -0.05561697 0.53984670 -0.00383602 -0.14905985 0.22363496 0.59187950 0.00828953 0.21992177 -0.30618980 0.21992177 -0.05561697 0.00828953 0.42453668 0.22363496 0.00828953 0.10872193 0.53984670 0.21992177 0.22363496 1.04308220 *** 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) = -0.2585433606 Kirchhoff stress 0.48198E-01 -0.99820E-02 0.16875E-01 -0.99820E-02 -0.42616E-02 -0.92053E-01 0.16875E-01 -0.92053E-01 -0.68633E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13844333 0.59934190 0.42754698 0.00124251 -0.29618606 0.00117524 0.59934190 0.84526941 1.03724667 -0.14493869 0.20989971 0.11273336 0.42754698 1.03724667 1.48247691 0.20663785 -0.06950405 0.51695753 0.00124251 -0.14493869 0.20663785 0.59934190 0.00117524 0.20989971 -0.29618606 0.20989971 -0.06950405 0.00117524 0.42754698 0.20663785 0.00117524 0.11273336 0.51695753 0.20989971 0.20663785 1.03724667 *** 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) = -0.2593415714 Kirchhoff stress 0.46397E-01 -0.88810E-02 0.18886E-01 -0.88810E-02 -0.45317E-02 -0.87981E-01 0.18886E-01 -0.87981E-01 -0.62706E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14218733 0.60687499 0.43172280 0.00594560 -0.28555258 -0.00540445 0.60687499 0.84935931 1.03024830 -0.14055835 0.19967760 0.11577966 0.43172280 1.03024830 1.44776135 0.18996578 -0.08193193 0.49323959 0.00594560 -0.14055835 0.18996578 0.60687499 -0.00540445 0.19967760 -0.28555258 0.19967760 -0.08193193 -0.00540445 0.43172280 0.18996578 -0.00540445 0.11577966 0.49323959 0.19967760 0.18996578 1.03024830 *** 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) = -0.2601230950 Kirchhoff stress 0.45441E-01 -0.87396E-02 0.21462E-01 -0.87396E-02 -0.37833E-02 -0.84598E-01 0.21462E-01 -0.84598E-01 -0.56143E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14187532 0.61114439 0.43431458 0.01354272 -0.27732700 -0.00843498 0.61114439 0.85062713 1.01939831 -0.13262440 0.18630155 0.12085248 0.43431458 1.01939831 1.41155941 0.17640565 -0.09534170 0.47126919 0.01354272 -0.13262440 0.17640565 0.61114439 -0.00843498 0.18630155 -0.27732700 0.18630155 -0.09534170 -0.00843498 0.43431458 0.17640565 -0.00843498 0.12085248 0.47126919 0.18630155 0.17640565 1.01939831 *** 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) = -0.2608879679 Kirchhoff stress 0.43517E-01 -0.77423E-02 0.22948E-01 -0.77423E-02 -0.38350E-02 -0.80270E-01 0.22948E-01 -0.80270E-01 -0.50460E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14405191 0.61865327 0.44067553 0.01746685 -0.26561731 -0.01383469 0.61865327 0.85558815 1.01011816 -0.12768304 0.17574783 0.12201756 0.44067553 1.01011816 1.37842221 0.16063556 -0.10482292 0.44626650 0.01746685 -0.12768304 0.16063556 0.61865327 -0.01383469 0.17574783 -0.26561731 0.17574783 -0.10482292 -0.01383469 0.44067553 0.16063556 -0.01383469 0.12201756 0.44626650 0.17574783 0.16063556 1.01011816 *** 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) = -0.2616278742 Kirchhoff stress 0.41533E-01 -0.67904E-02 0.24152E-01 -0.67904E-02 -0.37884E-02 -0.75828E-01 0.24152E-01 -0.75828E-01 -0.44945E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14548525 0.62612294 0.44812215 0.02093442 -0.25339666 -0.01865985 0.62612294 0.86097712 0.99979958 -0.12250163 0.16512777 0.12220952 0.44812215 0.99979958 1.34629757 0.14536439 -0.11275175 0.42073336 0.02093442 -0.12250163 0.14536439 0.62612294 -0.01865985 0.16512777 -0.25339666 0.16512777 -0.11275175 -0.01865985 0.44812215 0.14536439 -0.01865985 0.12220952 0.42073336 0.16512777 0.14536439 0.99979958 *** 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) = -0.2623400942 Kirchhoff stress 0.39495E-01 -0.58864E-02 0.25071E-01 -0.58864E-02 -0.36441E-02 -0.71289E-01 0.25071E-01 -0.71289E-01 -0.39616E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14618839 0.63351474 0.45662231 0.02392396 -0.24070605 -0.02290175 0.63351474 0.86676985 0.98849210 -0.11709039 0.15448477 0.12143451 0.45662231 0.98849210 1.31530193 0.13064375 -0.11910805 0.39476998 0.02392396 -0.11709039 0.13064375 0.63351474 -0.02290175 0.15448477 -0.24070605 0.15448477 -0.11910805 -0.02290175 0.45662231 0.13064375 -0.02290175 0.12143451 0.39476998 0.15448477 0.13064375 0.98849210 *** 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) = -0.2630220219 Kirchhoff stress 0.37413E-01 -0.50323E-02 0.25702E-01 -0.50323E-02 -0.34031E-02 -0.66671E-01 0.25702E-01 -0.66671E-01 -0.34493E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14617809 0.64078933 0.46614121 0.02641727 -0.22758725 -0.02655360 0.64078933 0.87294218 0.97624843 -0.11146155 0.14386114 0.11970297 0.46614121 0.97624843 1.28554625 0.11652224 -0.12387733 0.36847663 0.02641727 -0.11146155 0.11652224 0.64078933 -0.02655360 0.14386114 -0.22758725 0.14386114 -0.12387733 -0.02655360 0.46614121 0.11652224 -0.02655360 0.11970297 0.36847663 0.14386114 0.11652224 0.97624843 *** 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) = -0.2636777455 Kirchhoff stress 0.35276E-01 -0.44331E-02 0.26043E-01 -0.44331E-02 -0.55752E-02 -0.61990E-01 0.26043E-01 -0.61990E-01 -0.29597E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14547571 0.64807368 0.47664148 0.02841305 -0.21408273 -0.02961044 0.64807368 0.90481093 0.96312412 -0.10357478 0.13329793 0.11702952 0.47664148 0.96312412 1.25713580 0.10304540 -0.12705057 0.34195327 0.02841305 -0.10357478 0.10304540 0.64807368 -0.02961044 0.13329793 -0.21408273 0.13329793 -0.12705057 -0.02961044 0.47664148 0.10304540 -0.02961044 0.11702952 0.34195327 0.13329793 0.10304540 0.96312412 *** 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) = -0.2643039824 Kirchhoff stress 0.33129E-01 -0.36615E-02 0.26095E-01 -0.36615E-02 -0.50476E-02 -0.57265E-01 0.26095E-01 -0.57265E-01 -0.24944E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14410221 0.65496712 0.48808340 0.02986997 -0.20023561 -0.03206902 0.65496712 0.91082281 0.94917715 -0.09776699 0.12283479 0.11343264 0.48808340 0.94917715 1.23016993 0.09025568 -0.12862412 0.31529911 0.02986997 -0.09776699 0.09025568 0.65496712 -0.03206902 0.12283479 -0.20023561 0.12283479 -0.12862412 -0.03206902 0.48808340 0.09025568 -0.03206902 0.11343264 0.31529911 0.12283479 0.09025568 0.94917715 *** 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) = -0.2648923920 Kirchhoff stress 0.30958E-01 -0.29454E-02 0.25857E-01 -0.29454E-02 -0.44308E-02 -0.52513E-01 0.25857E-01 -0.52513E-01 -0.20552E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14208549 0.66162821 0.50042502 0.03079752 -0.18608965 -0.03392769 0.66162821 0.91715921 0.93446770 -0.09177862 0.11250989 0.10893454 0.50042502 0.93446770 1.20474193 0.07819247 -0.12859954 0.28861239 0.03079752 -0.09177862 0.07819247 0.66162821 -0.03392769 0.11250989 -0.18608965 0.11250989 -0.12859954 -0.03392769 0.50042502 0.07819247 -0.03392769 0.10893454 0.28861239 0.11250989 0.07819247 0.93446770 *** 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) = -0.2654408992 Kirchhoff stress 0.28771E-01 -0.22855E-02 0.25331E-01 -0.22855E-02 -0.37265E-02 -0.47751E-01 0.25331E-01 -0.47751E-01 -0.16437E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13945456 0.66801808 0.51362233 0.03119169 -0.17168915 -0.03518633 0.66801808 0.92379586 0.91905769 -0.08563102 0.10235981 0.10356085 0.51362233 0.91905769 1.18093889 0.06689206 -0.12698341 0.26198996 0.03119169 -0.08563102 0.06689206 0.66801808 -0.03518633 0.10235981 -0.17168915 0.10235981 -0.12698341 -0.03518633 0.51362233 0.06689206 -0.03518633 0.10356085 0.26198996 0.10235981 0.06689206 0.91905769 *** 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) = -0.2659475711 Kirchhoff stress 0.26574E-01 -0.16825E-02 0.24520E-01 -0.16825E-02 -0.29370E-02 -0.42998E-01 0.24520E-01 -0.42998E-01 -0.12613E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13624078 0.67409893 0.52762934 0.03105213 -0.15707895 -0.03584623 0.67409893 0.93070811 0.90301061 -0.07934769 0.09241946 0.09734037 0.52762934 0.90301061 1.15884161 0.05638772 -0.12378722 0.23552710 0.03105213 -0.07934769 0.05638772 0.67409893 -0.03584623 0.09241946 -0.15707895 0.09241946 -0.12378722 -0.03584623 0.52762934 0.05638772 -0.03584623 0.09734037 0.23552710 0.09241946 0.05638772 0.90301061 *** 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) = -0.2664106205 Kirchhoff stress 0.24376E-01 -0.11366E-02 0.23426E-01 -0.11366E-02 -0.20643E-02 -0.38270E-01 0.23426E-01 -0.38270E-01 -0.90945E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13247755 0.67983433 0.54239826 0.03038221 -0.14230443 -0.03591001 0.67983433 0.93787079 0.88639108 -0.07295422 0.08272207 0.09030485 0.54239826 0.88639108 1.13852450 0.04670972 -0.11902720 0.20931722 0.03038221 -0.07295422 0.04670972 0.67983433 -0.03591001 0.08272207 -0.14230443 0.08272207 -0.11902720 -0.03591001 0.54239826 0.04670972 -0.03591001 0.09030485 0.20931722 0.08272207 0.04670972 0.88639108 *** 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) = -0.2668284090 Kirchhoff stress 0.22181E-01 -0.64821E-03 0.22054E-01 -0.64821E-03 -0.11110E-02 -0.33584E-01 0.22054E-01 -0.33584E-01 -0.58938E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12819998 0.68518964 0.55787954 0.02918888 -0.12741142 -0.03538159 0.68518964 0.94525813 0.86926467 -0.06647816 0.07329913 0.08248867 0.55787954 0.86926467 1.12005553 0.03788538 -0.11272414 0.18345163 0.02918888 -0.06647816 0.03788538 0.68518964 -0.03538159 0.07329913 -0.12741142 0.07329913 -0.11272414 -0.03538159 0.55787954 0.03788538 -0.03538159 0.08248867 0.18345163 0.07329913 0.03788538 0.86926467 *** 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) = -0.2672015123 Kirchhoff stress 0.19126E-01 -0.13617E-02 0.20812E-01 -0.13617E-02 -0.15842E-02 -0.28427E-01 0.20812E-01 -0.28427E-01 -0.32091E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12644702 0.69532267 0.57466553 0.03143025 -0.11383622 -0.03609369 0.69532267 0.96181648 0.85281008 -0.05312447 0.06177742 0.07076919 0.57466553 0.85281008 1.10363413 0.03078522 -0.10520121 0.15762763 0.03143025 -0.05312447 0.03078522 0.69532267 -0.03609369 0.06177742 -0.11383622 0.06177742 -0.10520121 -0.03609369 0.57466553 0.03078522 -0.03609369 0.07076919 0.15762763 0.06177742 0.03078522 0.85281008 *** 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) = -0.2675290031 Kirchhoff stress 0.16768E-01 -0.15589E-02 0.19292E-01 -0.15589E-02 -0.20852E-02 -0.22784E-01 0.19292E-01 -0.22784E-01 -0.14224E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12128986 0.70109650 0.59202943 0.02959478 -0.09913005 -0.03528172 0.70109650 0.97989475 0.83961101 -0.04285637 0.05047148 0.05453079 0.59202943 0.83961101 1.09124601 0.02545776 -0.09706734 0.12948204 0.02959478 -0.04285637 0.02545776 0.70109650 -0.03528172 0.05047148 -0.09913005 0.05047148 -0.09706734 -0.03528172 0.59202943 0.02545776 -0.03528172 0.05453079 0.12948204 0.05047148 0.02545776 0.83961101 *** 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) = -0.2678088910 Kirchhoff stress 0.14653E-01 -0.12161E-02 0.17103E-01 -0.12161E-02 -0.89866E-03 -0.18337E-01 0.17103E-01 -0.18337E-01 0.77241E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11554488 0.70500371 0.60929447 0.02676301 -0.08409387 -0.03294195 0.70500371 0.98792262 0.82132485 -0.03637219 0.04210616 0.04460821 0.60929447 0.82132485 1.07862939 0.01928123 -0.08626872 0.10521354 0.02676301 -0.03637219 0.01928123 0.70500371 -0.03294195 0.04210616 -0.08409387 0.04210616 -0.08626872 -0.03294195 0.60929447 0.01928123 -0.03294195 0.04460821 0.10521354 0.04210616 0.01928123 0.82132485 *** 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) = -0.2680452979 Kirchhoff stress 0.11462E-01 -0.24621E-02 0.13622E-01 -0.24621E-02 -0.17840E-02 -0.15557E-01 0.13622E-01 -0.15557E-01 0.75413E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11261232 0.71418377 0.62932524 0.02774134 -0.06713926 -0.02722377 0.71418377 1.00671190 0.80813566 -0.02211325 0.03814028 0.03984752 0.62932524 0.80813566 1.07931471 0.01750576 -0.06950011 0.08887210 0.02774134 -0.02211325 0.01750576 0.71418377 -0.02722377 0.03814028 -0.06713926 0.03814028 -0.06950011 -0.02722377 0.62932524 0.01750576 -0.02722377 0.03984752 0.08887210 0.03814028 0.01750576 0.80813566 *** 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) = -0.2682370659 Kirchhoff stress 0.87513E-02 -0.18526E-02 0.12059E-01 -0.18526E-02 -0.64554E-03 -0.11868E-01 0.12059E-01 -0.11868E-01 0.59880E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10796254 0.71740583 0.65209889 0.02280951 -0.05550426 -0.02237436 0.71740583 1.01533353 0.79062604 -0.01599959 0.02978408 0.02921718 0.65209889 0.79062604 1.08167247 0.01081530 -0.06330859 0.06956624 0.02280951 -0.01599959 0.01081530 0.71740583 -0.02237436 0.02978408 -0.05550426 0.02978408 -0.06330859 -0.02237436 0.65209889 0.01081530 -0.02237436 0.02921718 0.06956624 0.02978408 0.01081530 0.79062604 *** 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) = -0.2683779171 Kirchhoff stress 0.67936E-02 -0.16463E-02 0.91592E-02 -0.16463E-02 0.73128E-03 -0.77764E-02 0.91592E-02 -0.77764E-02 0.17710E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10102899 0.71960464 0.67048946 0.01845068 -0.04092813 -0.01849288 0.71960464 1.02387246 0.77186516 -0.00978925 0.02258520 0.01768988 0.67048946 0.77186516 1.07485050 0.00740340 -0.04844980 0.04751108 0.01845068 -0.00978925 0.00740340 0.71960464 -0.01849288 0.02258520 -0.04092813 0.02258520 -0.04844980 -0.01849288 0.67048946 0.00740340 -0.01849288 0.01768988 0.04751108 0.02258520 0.00740340 0.77186516 *** 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) = -0.2684857786 Kirchhoff stress 0.37871E-02 -0.64814E-03 0.65357E-02 -0.64814E-03 -0.17411E-02 -0.65427E-02 0.65357E-02 -0.65427E-02 -0.67144E-05 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09621458 0.72771492 0.69147463 0.01084996 -0.02763829 -0.01087777 0.72771492 1.05514532 0.76364773 -0.00809883 0.01445469 0.01920095 0.69147463 0.76364773 1.08350080 0.00355226 -0.03495397 0.03715597 0.01084996 -0.00809883 0.00355226 0.72771492 -0.01087777 0.01445469 -0.02763829 0.01445469 -0.03495397 -0.01087777 0.69147463 0.00355226 -0.01087777 0.01920095 0.03715597 0.01445469 0.00355226 0.76364773 *** 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) = -0.2685643250 Kirchhoff stress 0.17821E-02 -0.27120E-04 0.35520E-02 -0.27120E-04 -0.17303E-02 -0.37438E-02 0.35520E-02 -0.37438E-02 -0.19174E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08892138 0.72970437 0.71088606 0.00539740 -0.01379382 -0.00531005 0.72970437 1.07368919 0.74924116 -0.00567745 0.00580490 0.01344616 0.71088606 0.74924116 1.08245917 0.00048867 -0.01860384 0.01971783 0.00539740 -0.00567745 0.00048867 0.72970437 -0.00531005 0.00580490 -0.01379382 0.00580490 -0.01860384 -0.00531005 0.71088606 0.00048867 -0.00531005 0.01344616 0.01971783 0.00580490 0.00048867 0.74924116 *** 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) = -0.2685913523 Kirchhoff stress 0.82499E-13 0.16159E-15 0.29884E-17 0.16828E-15 0.82369E-13 0.15184E-15 0.29884E-17 0.15027E-15 0.82461E-13 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08136069 0.72998956 0.72998956 -0.00000000 -0.00000000 0.00000000 0.72998956 1.08136069 0.72998956 -0.00000000 -0.00000000 -0.00000000 0.72998956 0.72998956 1.08136069 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.72998956 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.72998956 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.72998956 * CB-KIM calculation successfully completed