---------------------------------------------------------------------------- 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_Zhou_Johnson_Cu__MO_127245782811_004 Maximum cut-off distance: 5.7157521248 **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 -0.00000000000000358677 1.80747951847200116759 1.80747951847200427622 1.80747951847200782893 0.00000000000000243808 1.80747951847200494235 1.80747951847200805098 1.80747951847200205577 -0.00000000000000056106 **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) = -0.2997453517 Kirchhoff stress -0.11444E-04 -0.48628E-16 -0.17432E-14 -0.51272E-16 -0.11444E-04 0.15103E-14 -0.17526E-14 0.15097E-14 -0.11444E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08868194 0.77180457 0.77180457 -0.00000000 -0.00000000 0.00000000 0.77180457 1.08868194 0.77180457 -0.00000000 -0.00000000 0.00000000 0.77180457 0.77180457 1.08868194 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.48967188 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.48967188 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.48967188 *** 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) = -0.2997256672 Kirchhoff stress -0.16847E-02 0.28193E-04 -0.24821E-02 0.28193E-04 0.12645E-02 0.22339E-02 -0.24821E-02 0.22339E-02 -0.31006E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09042057 0.76679653 0.78086267 -0.00625886 0.01905434 -0.00305760 0.76679653 1.02248499 0.73349753 0.00183248 0.00778503 -0.03975811 0.78086267 0.73349753 1.06355245 0.00024093 0.02179651 -0.04238925 -0.00625886 0.00183248 0.00024093 0.48474226 -0.00249057 0.00723981 0.01905434 0.00778503 0.02179651 -0.00249057 0.49875773 0.00021203 -0.00305760 -0.03975811 -0.04238925 0.00723981 0.00021203 0.45140206 *** 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) = -0.2996681447 Kirchhoff stress -0.37567E-02 0.10775E-03 -0.51949E-02 0.10775E-03 0.21557E-02 0.42319E-02 -0.51949E-02 0.42319E-02 -0.11759E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15164180 0.76843242 0.80576904 -0.01042990 0.04554349 -0.00859366 0.76843242 0.98344598 0.71739269 0.00186663 0.01062842 -0.06352732 0.80576904 0.71739269 1.06865053 0.00299387 0.05192910 -0.06598985 -0.01042990 0.00186663 0.00299387 0.48660827 -0.00742776 0.00955992 0.04554349 0.01062842 0.05192910 -0.00742776 0.52374088 0.00287989 -0.00859366 -0.06352732 -0.06598985 0.00955992 0.00287989 0.43540156 *** 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) = -0.2995724878 Kirchhoff stress -0.61823E-02 0.22815E-03 -0.81105E-02 0.22815E-03 0.26658E-02 0.59636E-02 -0.81105E-02 0.59636E-02 -0.26013E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21840503 0.76364024 0.83304622 -0.02171175 0.08333160 -0.01201171 0.76364024 0.93386861 0.69416333 0.00113231 0.02165082 -0.09372200 0.83304622 0.69416333 1.08153430 0.00229321 0.09275595 -0.10099808 -0.02171175 0.00113231 0.00229321 0.48214804 -0.01023480 0.02007443 0.08333160 0.02165082 0.09275595 -0.01023480 0.55109324 0.00204071 -0.01201171 -0.09372200 -0.10099808 0.02007443 0.00204071 0.41228892 *** 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) = -0.2994390634 Kirchhoff stress -0.89420E-02 0.36103E-03 -0.11205E-01 0.36103E-03 0.28335E-02 0.74406E-02 -0.11205E-01 0.74406E-02 -0.45599E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25087720 0.75686881 0.85301865 -0.02305647 0.09861645 -0.01688052 0.75686881 0.88931515 0.67045758 -0.00395230 0.02461747 -0.12553719 0.85301865 0.67045758 1.08428124 0.00685686 0.12248780 -0.13204215 -0.02305647 -0.00395230 0.00685686 0.47579303 -0.01447743 0.02255028 0.09861645 0.02461747 0.12248780 -0.01447743 0.57113858 0.00642322 -0.01688052 -0.12553719 -0.13204215 0.02255028 0.00642322 0.38871152 *** 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) = -0.2992683812 Kirchhoff stress -0.11987E-01 0.49046E-03 -0.14487E-01 0.49046E-03 0.26951E-02 0.86665E-02 -0.14487E-01 0.86665E-02 -0.70276E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28399834 0.75469362 0.87724599 -0.02677603 0.12547131 -0.01772158 0.75469362 0.86865518 0.65431329 -0.00370791 0.02655384 -0.14764744 0.87724599 0.65431329 1.09482807 0.00899296 0.15153873 -0.15502154 -0.02677603 -0.00370791 0.00899296 0.47405522 -0.01468165 0.02401048 0.12547131 0.02655384 0.15153873 -0.01468165 0.59537104 0.00833795 -0.01772158 -0.14764744 -0.15502154 0.02401048 0.00833795 0.37266363 *** 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) = -0.2990609982 Kirchhoff stress -0.15246E-01 0.59382E-03 -0.17897E-01 0.59382E-03 0.23078E-02 0.96466E-02 -0.17897E-01 0.96466E-02 -0.99563E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31664620 0.76330355 0.89791343 -0.02559084 0.13568871 -0.01830332 0.76330355 0.84448894 0.64253371 -0.00117816 0.02590796 -0.15644024 0.89791343 0.64253371 1.10890142 0.01304541 0.17774715 -0.16431513 -0.02559084 -0.00117816 0.01304541 0.48309103 -0.01462850 0.02289846 0.13568871 0.02590796 0.17774715 -0.01462850 0.61595438 0.01214948 -0.01830332 -0.15644024 -0.16431513 0.02289846 0.01214948 0.36091861 *** 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) = -0.2988175599 Kirchhoff stress -0.18687E-01 0.65945E-03 -0.21439E-01 0.65945E-03 0.17332E-02 0.10388E-01 -0.21439E-01 0.10388E-01 -0.13324E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.38759715 0.76893178 0.92181398 -0.01020558 0.16034568 -0.01203490 0.76893178 0.82519018 0.61746627 0.00348122 0.03407907 -0.18096900 0.92181398 0.61746627 1.11272845 0.01799611 0.21047527 -0.19473757 -0.01020558 0.00348122 0.01799611 0.48905951 -0.00773332 0.03059096 0.16034568 0.03407907 0.21047527 -0.00773332 0.63960034 0.01684463 -0.01203490 -0.18096900 -0.19473757 0.03059096 0.01684463 0.33575351 *** 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) = -0.2985387112 Kirchhoff stress -0.22254E-01 0.65408E-03 -0.25072E-01 0.65408E-03 0.10344E-02 0.10915E-01 -0.25072E-01 0.10915E-01 -0.17069E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.41280657 0.76342223 0.93844816 -0.01611940 0.16951301 -0.01150452 0.76342223 0.81015207 0.60226024 0.00328388 0.03635418 -0.19477597 0.93844816 0.60226024 1.13187117 0.02461096 0.24086172 -0.21042028 -0.01611940 0.00328388 0.02461096 0.48380171 -0.00659098 0.03239071 0.16951301 0.03635418 0.24086172 -0.00659098 0.65583135 0.02320936 -0.01150452 -0.19477597 -0.21042028 0.03239071 0.02320936 0.32031743 *** 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) = -0.2982251793 Kirchhoff stress -0.25896E-01 0.56158E-03 -0.28782E-01 0.56158E-03 0.22902E-03 0.11228E-01 -0.28782E-01 0.11228E-01 -0.21160E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.43069861 0.76185727 0.95769322 -0.01291138 0.17532928 -0.00252328 0.76185727 0.80558614 0.59131221 -0.00345002 0.03562534 -0.19964762 0.95769322 0.59131221 1.16637944 0.03058379 0.26245311 -0.22052971 -0.01291138 -0.00345002 0.03058379 0.48235139 0.00298394 0.03117807 0.17532928 0.03562534 0.26245311 0.00298394 0.67446172 0.02894046 -0.00252328 -0.19964762 -0.22052971 0.03117807 0.02894046 0.30897186 *** 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) = -0.2978777424 Kirchhoff stress -0.29564E-01 0.36672E-03 -0.32538E-01 0.36672E-03 -0.61294E-03 0.11345E-01 -0.32538E-01 0.11345E-01 -0.25536E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.46213248 0.76014405 0.97725794 -0.01230264 0.18765795 0.00542847 0.76014405 0.82197138 0.57439806 -0.00689300 0.03428256 -0.20880600 0.97725794 0.57439806 1.17654916 0.03558709 0.28633073 -0.22790706 -0.01230264 -0.00689300 0.03558709 0.48604914 0.01137054 0.02943571 0.18765795 0.03428256 0.28633073 0.01137054 0.69878113 0.03371923 0.00542847 -0.20880600 -0.22790706 0.02943571 0.03371923 0.29700186 *** 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) = -0.2974972019 Kirchhoff stress -0.33189E-01 0.80999E-04 -0.36326E-01 0.80999E-04 -0.14234E-02 0.11276E-01 -0.36326E-01 0.11276E-01 -0.30187E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.43852358 0.75732712 0.97092140 -0.01300186 0.17830662 0.01460107 0.75732712 0.81477416 0.55996342 -0.00420879 0.03419334 -0.21427965 0.97092140 0.55996342 1.16335583 0.03697482 0.29168375 -0.24180635 -0.01300186 -0.00420879 0.03697482 0.48786032 0.02092443 0.02894639 0.17830662 0.03419334 0.29168375 0.02092443 0.69639874 0.03491514 0.01460107 -0.21427965 -0.24180635 0.02894639 0.03491514 0.28670569 *** 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) = -0.2970845155 Kirchhoff stress -0.36740E-01 -0.30364E-03 -0.40123E-01 -0.30364E-03 -0.21995E-02 0.11025E-01 -0.40123E-01 0.11025E-01 -0.35059E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.44574242 0.75188302 0.98912692 -0.01258809 0.18729593 0.02846178 0.75188302 0.82688074 0.54865095 -0.00700654 0.03336418 -0.21031149 0.98912692 0.54865095 1.19723853 0.04389078 0.31317041 -0.23846981 -0.01258809 -0.00700654 0.04389078 0.48719445 0.03509994 0.02772204 0.18729593 0.03336418 0.31317041 0.03509994 0.71869284 0.04166478 0.02846178 -0.21031149 -0.23846981 0.02772204 0.04166478 0.27967078 *** 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) = -0.2966407025 Kirchhoff stress -0.40201E-01 -0.80732E-03 -0.43912E-01 -0.80732E-03 -0.29080E-02 0.10606E-01 -0.43912E-01 0.10606E-01 -0.40122E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45799413 0.75022408 0.99178014 -0.00746701 0.17132071 0.03375803 0.75022408 0.84644560 0.53563657 -0.01069500 0.03005018 -0.21174954 0.99178014 0.53563657 1.20725199 0.05087499 0.31692656 -0.24243402 -0.00746701 -0.01069500 0.05087499 0.49038147 0.04063568 0.02402358 0.17132071 0.03005018 0.31692656 0.04063568 0.72553742 0.04849283 0.03375803 -0.21174954 -0.24243402 0.02402358 0.04849283 0.27099628 *** 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) = -0.2961669994 Kirchhoff stress -0.43489E-01 -0.13942E-02 -0.47680E-01 -0.13942E-02 -0.35265E-02 0.10003E-01 -0.47680E-01 0.10003E-01 -0.45359E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.45094553 0.75224868 1.01057545 0.00202851 0.17501130 0.04570418 0.75224868 0.86638719 0.52621620 -0.00543176 0.03194031 -0.21007304 1.01057545 0.52621620 1.23642395 0.06457891 0.34432296 -0.23984078 0.00202851 -0.00543176 0.06457891 0.49733267 0.05274729 0.02555088 0.17501130 0.03194031 0.34432296 0.05274729 0.74861790 0.06207442 0.04570418 -0.21007304 -0.23984078 0.02555088 0.06207442 0.26599223 *** 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) = -0.2956647941 Kirchhoff stress -0.46606E-01 -0.20901E-02 -0.51412E-01 -0.20901E-02 -0.40677E-02 0.92312E-02 -0.51412E-01 0.92312E-02 -0.50748E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.42907279 0.74233135 1.02324251 -0.01017684 0.17407859 0.05511500 0.74233135 0.87158491 0.52015659 -0.01467381 0.03231089 -0.22181267 1.02324251 0.52015659 1.26524044 0.07008109 0.36458885 -0.24548660 -0.01017684 -0.01467381 0.07008109 0.48735956 0.06239111 0.02542198 0.17407859 0.03231089 0.36458885 0.06239111 0.76045151 0.06741176 0.05511500 -0.22181267 -0.24548660 0.02542198 0.06741176 0.25924730 *** 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) = -0.2951357533 Kirchhoff stress -0.49502E-01 -0.28592E-02 -0.55081E-01 -0.28592E-02 -0.44779E-02 0.82869E-02 -0.55081E-01 0.82869E-02 -0.56259E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.40389890 0.74390025 1.02735404 -0.00331048 0.17269296 0.07350894 0.74390025 0.92620204 0.51177036 -0.00582174 0.03304069 -0.21097872 1.02735404 0.51177036 1.27335448 0.08235446 0.37436640 -0.22526849 -0.00331048 -0.00582174 0.08235446 0.49503538 0.08077656 0.02582983 0.17269296 0.03304069 0.37436640 0.08077656 0.77011136 0.07960307 0.07350894 -0.21097872 -0.22526849 0.02582983 0.07960307 0.25646452 *** 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) = -0.2945816747 Kirchhoff stress -0.52139E-01 -0.37176E-02 -0.58661E-01 -0.37176E-02 -0.48162E-02 0.71811E-02 -0.58661E-01 0.71811E-02 -0.61849E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.38965392 0.74068155 1.03052279 -0.00545167 0.16969266 0.08166666 0.74068155 0.92346015 0.50175778 -0.00497663 0.03551905 -0.21096701 1.03052279 0.50175778 1.29096448 0.09182294 0.38418534 -0.22355580 -0.00545167 -0.00497663 0.09182294 0.49793920 0.08885131 0.02801647 0.16969266 0.03551905 0.38418534 0.08885131 0.77889634 0.08900313 0.08166666 -0.21096701 -0.22355580 0.02801647 0.08900313 0.25208104 *** 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) = -0.2940046844 Kirchhoff stress -0.54520E-01 -0.46397E-02 -0.62180E-01 -0.46397E-02 -0.50486E-02 0.58869E-02 -0.62180E-01 0.58869E-02 -0.67554E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.35305506 0.72992660 1.03022674 -0.00928773 0.15766890 0.09308656 0.72992660 0.95423059 0.49499627 -0.01012660 0.03406158 -0.21136166 1.03022674 0.49499627 1.30236659 0.10155117 0.39166466 -0.21340641 -0.00928773 -0.01012660 0.10155117 0.49332632 0.10013030 0.02628168 0.15766890 0.03406158 0.39166466 0.10013030 0.78425316 0.09868255 0.09308656 -0.21136166 -0.21340641 0.02628168 0.09868255 0.25096327 *** 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) = -0.2934071361 Kirchhoff stress -0.56606E-01 -0.56307E-02 -0.65584E-01 -0.56307E-02 -0.51971E-02 0.44137E-02 -0.65584E-01 0.44137E-02 -0.73317E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31277684 0.72100762 1.03942913 -0.01352430 0.15793337 0.10667914 0.72100762 0.95576749 0.48993779 -0.01271311 0.03733594 -0.21132516 1.03942913 0.48993779 1.34848292 0.11226899 0.41496712 -0.20213628 -0.01352430 -0.01271311 0.11226899 0.49050706 0.11352383 0.02930540 0.15793337 0.03733594 0.41496712 0.11352383 0.79913112 0.10935766 0.10667914 -0.21132516 -0.20213628 0.02930540 0.10935766 0.25151825 *** 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) = -0.2927914718 Kirchhoff stress -0.58384E-01 -0.66671E-02 -0.68883E-01 -0.66671E-02 -0.52680E-02 0.27538E-02 -0.68883E-01 0.27538E-02 -0.79136E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.27808444 0.72274385 1.03552085 -0.01626291 0.14120469 0.11422312 0.72274385 0.98253792 0.48545057 -0.01262952 0.03828309 -0.21427772 1.03552085 0.48545057 1.33687068 0.12173296 0.40630562 -0.19506667 -0.01626291 -0.01262952 0.12173296 0.49245115 0.12099349 0.02981468 0.14120469 0.03828309 0.40630562 0.12099349 0.79476204 0.11872247 0.11422312 -0.21427772 -0.19506667 0.02981468 0.11872247 0.24654314 *** 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) = -0.2921604116 Kirchhoff stress -0.59854E-01 -0.77546E-02 -0.72052E-01 -0.77546E-02 -0.52864E-02 0.91509E-03 -0.72052E-01 0.91509E-03 -0.84998E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.26702641 0.73245464 1.06047846 -0.01781654 0.14016593 0.12292651 0.73245464 1.01777835 0.49850610 -0.00795349 0.03934797 -0.21935591 1.06047846 0.49850610 1.37194300 0.13961422 0.43065281 -0.17690012 -0.01781654 -0.00795349 0.13961422 0.49309517 0.12984151 0.03009272 0.14016593 0.03934797 0.43065281 0.12984151 0.80957146 0.13637459 0.12292651 -0.21935591 -0.17690012 0.03009272 0.13637459 0.24944786 *** 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) = -0.2915169407 Kirchhoff stress -0.61024E-01 -0.88699E-02 -0.75089E-01 -0.88699E-02 -0.52534E-02 -0.11116E-02 -0.75089E-01 -0.11116E-02 -0.90891E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22741575 0.73389084 1.07874570 -0.02624109 0.13496590 0.13570385 0.73389084 1.04564248 0.50859719 -0.01893303 0.04446557 -0.21970017 1.07874570 0.50859719 1.44684215 0.14936859 0.44724135 -0.16225190 -0.02624109 -0.01893303 0.14936859 0.48535611 0.14270618 0.03439829 0.13496590 0.04446557 0.44724135 0.14270618 0.81753054 0.14589924 0.13570385 -0.21970017 -0.16225190 0.03439829 0.14589924 0.24918552 *** 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) = -0.2908639204 Kirchhoff stress -0.61877E-01 -0.10011E-01 -0.77979E-01 -0.10011E-01 -0.51713E-02 -0.33228E-02 -0.77979E-01 -0.33228E-02 -0.96803E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.21261773 0.74666512 1.09027622 -0.02865735 0.12097985 0.13904492 0.74666512 1.09049456 0.52083569 -0.01310929 0.04603553 -0.22986048 1.09027622 0.52083569 1.46296578 0.16234135 0.45289392 -0.15458756 -0.02865735 -0.01310929 0.16234135 0.48887160 0.14606683 0.03512516 0.12097985 0.04603553 0.45289392 0.14606683 0.81862076 0.15864308 0.13904492 -0.22986048 -0.15458756 0.03512516 0.15864308 0.25089552 *** 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) = -0.2902043891 Kirchhoff stress -0.62413E-01 -0.11166E-01 -0.80691E-01 -0.11166E-01 -0.50690E-02 -0.57116E-02 -0.80691E-01 -0.57116E-02 -0.10268E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14639690 0.72567045 1.08546804 -0.03485312 0.11949463 0.15484185 0.72567045 1.07883074 0.50829169 -0.01528043 0.05141858 -0.23159415 1.08546804 0.50829169 1.50108746 0.17865399 0.47688957 -0.13090545 -0.03485312 -0.01528043 0.17865399 0.48296320 0.16118492 0.04073497 0.11949463 0.05141858 0.47688957 0.16118492 0.82908287 0.17507596 0.15484185 -0.23159415 -0.13090545 0.04073497 0.17507596 0.25332794 *** 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) = -0.2895414168 Kirchhoff stress -0.62690E-01 -0.12350E-01 -0.83265E-01 -0.12350E-01 -0.49444E-02 -0.82804E-02 -0.83265E-01 -0.82804E-02 -0.10859E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09070775 0.70434541 1.06047598 -0.04274233 0.10295613 0.16298448 0.70434541 1.06245400 0.49386922 -0.01638989 0.05396125 -0.23241491 1.06047598 0.49386922 1.49008839 0.19133469 0.47224838 -0.10819138 -0.04274233 -0.01638989 0.19133469 0.47874084 0.16858538 0.04364947 0.10295613 0.05396125 0.47224838 0.16858538 0.82159775 0.18791574 0.16298448 -0.23241491 -0.10819138 0.04364947 0.18791574 0.25609240 *** 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) = -0.2888781128 Kirchhoff stress -0.62633E-01 -0.13516E-01 -0.85640E-01 -0.13516E-01 -0.47787E-02 -0.11012E-01 -0.85640E-01 -0.11012E-01 -0.11441E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03357849 0.68329471 1.05557003 -0.05093503 0.09980867 0.17311848 0.68329471 1.08227517 0.48870531 -0.02418844 0.05998308 -0.23318643 1.05557003 0.48870531 1.54163238 0.20332187 0.50495806 -0.09340402 -0.05093503 -0.02418844 0.20332187 0.47448663 0.17799810 0.05011714 0.09980867 0.05998308 0.50495806 0.17799810 0.83398099 0.20007711 0.17311848 -0.23318643 -0.09340402 0.05011714 0.20007711 0.26790999 *** 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) = -0.2882176263 Kirchhoff stress -0.62322E-01 -0.14683E-01 -0.87828E-01 -0.14683E-01 -0.45932E-02 -0.13909E-01 -0.87828E-01 -0.13909E-01 -0.12020E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00790617 0.67486274 1.05404786 -0.05111507 0.08569984 0.17956363 0.67486274 1.10686949 0.48691494 -0.02919001 0.06207862 -0.24141870 1.05404786 0.48691494 1.56382467 0.22584664 0.51239220 -0.06193631 -0.05111507 -0.02919001 0.22584664 0.47199577 0.18397248 0.05219195 0.08569984 0.06207862 0.51239220 0.18397248 0.83830396 0.22262114 0.17956363 -0.24141870 -0.06193631 0.05219195 0.22262114 0.27168773 *** 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) = -0.2875627841 Kirchhoff stress -0.61731E-01 -0.15823E-01 -0.89812E-01 -0.15823E-01 -0.44024E-02 -0.16948E-01 -0.89812E-01 -0.16948E-01 -0.12589E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97761562 0.67342761 1.05741835 -0.06160960 0.07842787 0.18672416 0.67342761 1.11146388 0.49764758 -0.02878439 0.07072681 -0.24646629 1.05741835 0.49764758 1.60134484 0.23886794 0.53068528 -0.04383820 -0.06160960 -0.02878439 0.23886794 0.46856529 0.19081040 0.06046965 0.07842787 0.07072681 0.53068528 0.19081040 0.83913093 0.23553448 0.18672416 -0.24646629 -0.04383820 0.06046965 0.23553448 0.27959572 *** 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) = -0.2869166446 Kirchhoff stress -0.60922E-01 -0.16956E-01 -0.91602E-01 -0.16956E-01 -0.42272E-02 -0.20123E-01 -0.91602E-01 -0.20123E-01 -0.13152E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95539589 0.67279140 1.06661594 -0.06533822 0.06983028 0.19346050 0.67279140 1.11175227 0.51264677 -0.03139926 0.07759409 -0.24695086 1.06661594 0.51264677 1.65888230 0.25739278 0.55156019 -0.01516302 -0.06533822 -0.03139926 0.25739278 0.46591255 0.19717758 0.06696964 0.06983028 0.07759409 0.55156019 0.19717758 0.84577566 0.25394330 0.19346050 -0.24695086 -0.01516302 0.06696964 0.25394330 0.29173119 *** 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) = -0.2862821496 Kirchhoff stress -0.59858E-01 -0.18040E-01 -0.93143E-01 -0.18040E-01 -0.40340E-02 -0.23403E-01 -0.93143E-01 -0.23403E-01 -0.13699E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92147641 0.66793624 1.05630247 -0.07613883 0.05566799 0.20198010 0.66793624 1.12485358 0.52197570 -0.03480336 0.08658341 -0.24653358 1.05630247 0.52197570 1.66841856 0.26907737 0.55258871 0.00780634 -0.07613883 -0.03480336 0.26907737 0.45904832 0.20529344 0.07562121 0.05566799 0.08658341 0.55258871 0.20529344 0.83296540 0.26550988 0.20198010 -0.24653358 0.00780634 0.07562121 0.26550988 0.29821607 *** 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) = -0.2856620701 Kirchhoff stress -0.58579E-01 -0.19096E-01 -0.94486E-01 -0.19096E-01 -0.38635E-02 -0.26796E-01 -0.94486E-01 -0.26796E-01 -0.14236E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90717596 0.66907766 1.07192073 -0.07640046 0.04481067 0.20495508 0.66907766 1.12787178 0.54686801 -0.03790340 0.08947106 -0.24666680 1.07192073 0.54686801 1.74624427 0.29047568 0.57994529 0.04359223 -0.07640046 -0.03790340 0.29047568 0.45818422 0.20782374 0.07819181 0.04481067 0.08947106 0.57994529 0.20782374 0.84611884 0.28678431 0.20495508 -0.24666680 0.04359223 0.07819181 0.28678431 0.32027327 *** 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) = -0.2850590772 Kirchhoff stress -0.57094E-01 -0.20096E-01 -0.95572E-01 -0.20096E-01 -0.37039E-02 -0.30254E-01 -0.95572E-01 -0.30254E-01 -0.14754E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87980019 0.65780894 1.05947542 -0.08620051 0.03377795 0.21221198 0.65780894 1.13540637 0.54972297 -0.04157536 0.09960234 -0.24894797 1.05947542 0.54972297 1.77460936 0.30423947 0.58737426 0.07254057 -0.08620051 -0.04157536 0.30423947 0.45095681 0.21452934 0.08835336 0.03377795 0.09960234 0.58737426 0.21452934 0.83772276 0.30052489 0.21221198 -0.24894797 0.07254057 0.08835336 0.30052489 0.32681796 *** 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) = -0.2844758968 Kirchhoff stress -0.55413E-01 -0.21042E-01 -0.96428E-01 -0.21042E-01 -0.35713E-02 -0.33772E-01 -0.96428E-01 -0.33772E-01 -0.15255E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84954658 0.66524862 1.06977043 -0.09393683 0.02244177 0.21512135 0.66524862 1.15441004 0.57935539 -0.03970097 0.10705313 -0.24474032 1.06977043 0.57935539 1.83568257 0.32083961 0.60520030 0.10397311 -0.09393683 -0.03970097 0.32083961 0.45154327 0.21697056 0.09527133 0.02244177 0.10705313 0.60520030 0.21697056 0.84041767 0.31690942 0.21512135 -0.24474032 0.10397311 0.09527133 0.31690942 0.34842615 *** 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) = -0.2839149917 Kirchhoff stress -0.53556E-01 -0.21924E-01 -0.97045E-01 -0.21924E-01 -0.34876E-02 -0.37331E-01 -0.97045E-01 -0.37331E-01 -0.15736E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83726835 0.66615088 1.06452658 -0.10165971 0.00268080 0.21538411 0.66615088 1.17268196 0.60148463 -0.04443554 0.11233289 -0.24292385 1.06452658 0.60148463 1.86227482 0.33159164 0.60701171 0.12988493 -0.10165971 -0.04443554 0.33159164 0.44589990 0.21670173 0.10004614 0.00268080 0.11233289 0.60701171 0.21670173 0.82792338 0.32742488 0.21538411 -0.24292385 0.12988493 0.10004614 0.32742488 0.36286353 *** 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) = -0.2833787955 Kirchhoff stress -0.51547E-01 -0.22737E-01 -0.97440E-01 -0.22737E-01 -0.34568E-02 -0.40908E-01 -0.97440E-01 -0.40908E-01 -0.16197E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81589750 0.66504821 1.07188959 -0.11522086 -0.00501303 0.21752995 0.66504821 1.16829454 0.62932922 -0.05466672 0.12070440 -0.23540831 1.07188959 0.62932922 1.92802447 0.34472920 0.62574242 0.16523884 -0.11522086 -0.05466672 0.34472920 0.43861761 0.21825311 0.10795249 -0.00501303 0.12070440 0.62574242 0.21825311 0.82841978 0.34032081 0.21752995 -0.23540831 0.16523884 0.10795249 0.34032081 0.38341599 *** 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) = -0.2828696171 Kirchhoff stress -0.49352E-01 -0.23449E-01 -0.97549E-01 -0.23449E-01 -0.34829E-02 -0.44442E-01 -0.97549E-01 -0.44442E-01 -0.16627E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80159047 0.66812459 1.07135613 -0.11682115 -0.01929751 0.22270329 0.66812459 1.16283906 0.65828234 -0.05038816 0.12908873 -0.22737698 1.07135613 0.65828234 1.98131010 0.35881482 0.63342537 0.19835581 -0.11682115 -0.05038816 0.35881482 0.43588456 0.22277559 0.11593344 -0.01929751 0.12908873 0.63342537 0.22277559 0.82145610 0.35415649 0.22270329 -0.22737698 0.19835581 0.11593344 0.35415649 0.40552343 *** 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) = -0.2823895455 Kirchhoff stress -0.47084E-01 -0.24100E-01 -0.97486E-01 -0.24100E-01 -0.36212E-02 -0.47974E-01 -0.97486E-01 -0.47974E-01 -0.17039E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78770372 0.65938245 1.05926985 -0.12409290 -0.03797640 0.21787938 0.65938245 1.11658661 0.67233993 -0.05540799 0.13188204 -0.22392257 1.05926985 0.67233993 2.00161237 0.36959780 0.62893937 0.23046867 -0.12409290 -0.05540799 0.36959780 0.43018231 0.21725743 0.11883355 -0.03797640 0.13188204 0.62893937 0.21725743 0.81243127 0.36484636 0.21787938 -0.22392257 0.23046867 0.11883355 0.36484636 0.42238588 *** 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) = -0.2819404817 Kirchhoff stress -0.44689E-01 -0.24652E-01 -0.97168E-01 -0.24652E-01 -0.38504E-02 -0.51424E-01 -0.97168E-01 -0.51424E-01 -0.17417E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76599849 0.64569188 1.03566096 -0.13019214 -0.05235763 0.21901430 0.64569188 1.09812212 0.68448831 -0.05617180 0.13894977 -0.21229524 1.03566096 0.68448831 2.01556949 0.37521113 0.62745464 0.25499754 -0.13019214 -0.05617180 0.37521113 0.42505494 0.21773814 0.12636962 -0.05235763 0.13894977 0.62745464 0.21773814 0.79785812 0.37048044 0.21901430 -0.21229524 0.25499754 0.12636962 0.37048044 0.44345735 *** 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) = -0.2815241817 Kirchhoff stress -0.42225E-01 -0.25115E-01 -0.96669E-01 -0.25115E-01 -0.42056E-02 -0.54799E-01 -0.96669E-01 -0.54799E-01 -0.17769E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73453798 0.63266344 1.02286173 -0.14213636 -0.06122242 0.21779078 0.63266344 1.05994310 0.70069409 -0.05771474 0.14523406 -0.20014746 1.02286173 0.70069409 2.04716969 0.38442527 0.63487236 0.29047716 -0.14213636 -0.05771474 0.38442527 0.41976110 0.21589044 0.13311098 -0.06122242 0.14523406 0.63487236 0.21589044 0.79319113 0.37969219 0.21779078 -0.20014746 0.29047716 0.13311098 0.37969219 0.46777169 *** 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) = -0.2811420831 Kirchhoff stress -0.39700E-01 -0.25485E-01 -0.95957E-01 -0.25485E-01 -0.46962E-02 -0.58056E-01 -0.95957E-01 -0.58056E-01 -0.18088E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72262339 0.62372765 1.01217938 -0.14001290 -0.07222925 0.21742888 0.62372765 1.00016087 0.71869769 -0.05302605 0.15033756 -0.18900618 1.01217938 0.71869769 2.07976756 0.39737699 0.64211323 0.32542693 -0.14001290 -0.05302605 0.39737699 0.41775785 0.21493352 0.13865934 -0.07222925 0.15033756 0.64211323 0.21493352 0.78977500 0.39262912 0.21742888 -0.18900618 0.32542693 0.13865934 0.39262912 0.49308233 *** 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) = -0.2807953575 Kirchhoff stress -0.37185E-01 -0.25775E-01 -0.95106E-01 -0.25775E-01 -0.53364E-02 -0.61195E-01 -0.95106E-01 -0.61195E-01 -0.18378E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74256718 0.61743425 0.99928524 -0.13765118 -0.07584169 0.21574825 0.61743425 1.00004537 0.73487096 -0.05806522 0.15584996 -0.17695834 0.99928524 0.73487096 2.09244338 0.40493661 0.64014034 0.36041417 -0.13765118 -0.05806522 0.40493661 0.41762809 0.21267436 0.14460226 -0.07584169 0.15584996 0.64014034 0.21267436 0.78329503 0.40015256 0.21574825 -0.17695834 0.36041417 0.14460226 0.40015256 0.51576615 *** 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) = -0.2804848491 Kirchhoff stress -0.34657E-01 -0.25982E-01 -0.94087E-01 -0.25982E-01 -0.61289E-02 -0.64190E-01 -0.94087E-01 -0.64190E-01 -0.18635E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70608022 0.60278985 0.98561072 -0.14841908 -0.08294610 0.21375833 0.60278985 0.93755889 0.75382270 -0.06354968 0.15971511 -0.16468878 0.98561072 0.75382270 2.13902429 0.40753612 0.63903751 0.38902336 -0.14841908 -0.06354968 0.40753612 0.40842405 0.21013876 0.14889138 -0.08294610 0.15971511 0.63903751 0.21013876 0.77523380 0.40270698 0.21375833 -0.16468878 0.38902336 0.14889138 0.40270698 0.54052209 *** 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) = -0.2802111651 Kirchhoff stress -0.32192E-01 -0.26123E-01 -0.92958E-01 -0.26123E-01 -0.70852E-02 -0.67025E-01 -0.92958E-01 -0.67025E-01 -0.18861E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68737937 0.59725750 0.97447093 -0.15222185 -0.08603812 0.21160200 0.59725750 0.91701212 0.78093643 -0.06827731 0.16530810 -0.13928630 0.97447093 0.78093643 2.16245498 0.40986189 0.63869884 0.41602292 -0.15222185 -0.06827731 0.40986189 0.40765424 0.20745335 0.15490926 -0.08603812 0.16530810 0.63869884 0.20745335 0.76895090 0.40498410 0.21160200 -0.13928630 0.41602292 0.15490926 0.40498410 0.57273141 *** 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) = -0.2799746552 Kirchhoff stress -0.29771E-01 -0.26206E-01 -0.91713E-01 -0.26206E-01 -0.81705E-02 -0.69700E-01 -0.91713E-01 -0.69700E-01 -0.19055E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70707011 0.58739024 0.96410883 -0.14709540 -0.08717439 0.20819331 0.58739024 0.87228105 0.79266456 -0.07660032 0.16644617 -0.14016455 0.96410883 0.79266456 2.19730476 0.41428985 0.63389510 0.44751726 -0.14709540 -0.07660032 0.41428985 0.40184868 0.20353339 0.15646361 -0.08717439 0.16644617 0.63389510 0.20353339 0.76269326 0.40935078 0.20819331 -0.14016455 0.44751726 0.15646361 0.40935078 0.58885171 *** 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) = -0.2797751816 Kirchhoff stress -0.27442E-01 -0.26244E-01 -0.90382E-01 -0.26244E-01 -0.94152E-02 -0.72216E-01 -0.90382E-01 -0.72216E-01 -0.19217E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.70887286 0.58437797 0.94846042 -0.14457946 -0.08754344 0.20382342 0.58437797 0.84109770 0.80915041 -0.07231018 0.17191085 -0.12517867 0.94846042 0.80915041 2.16705870 0.41590770 0.62158059 0.46647241 -0.14457946 -0.07231018 0.41590770 0.40227228 0.19867016 0.16234623 -0.08754344 0.17191085 0.62158059 0.19867016 0.75044785 0.41091006 0.20382342 -0.12517867 0.46647241 0.16234623 0.41091006 0.60907615 *** 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) = -0.2796126701 Kirchhoff stress -0.25199E-01 -0.26253E-01 -0.88960E-01 -0.26253E-01 -0.10774E-01 -0.74564E-01 -0.88960E-01 -0.74564E-01 -0.19348E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71709636 0.57864269 0.93763468 -0.13941393 -0.08800496 0.20039574 0.57864269 0.80887149 0.82897143 -0.08242579 0.17352689 -0.11398703 0.93763468 0.82897143 2.19080968 0.41575065 0.61268191 0.49128148 -0.13941393 -0.08242579 0.41575065 0.39933742 0.19476469 0.16438094 -0.08800496 0.17352689 0.61268191 0.19476469 0.74234032 0.41070076 0.20039574 -0.11398703 0.49128148 0.16438094 0.41070076 0.63199419 *** 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) = -0.2794868011 Kirchhoff stress -0.23060E-01 -0.26244E-01 -0.87473E-01 -0.26244E-01 -0.12241E-01 -0.76757E-01 -0.87473E-01 -0.76757E-01 -0.19449E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.72303284 0.57703458 0.93113581 -0.13262877 -0.08188022 0.19802225 0.57703458 0.78465511 0.84645812 -0.08529340 0.17854392 -0.10583599 0.93113581 0.84645812 2.20568151 0.41914514 0.60586702 0.51766492 -0.13262877 -0.08529340 0.41914514 0.39990467 0.19192521 0.16982119 -0.08188022 0.17854392 0.60586702 0.19192521 0.73789606 0.41405156 0.19802225 -0.10583599 0.51766492 0.16982119 0.41405156 0.65192992 *** 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) = -0.2793972201 Kirchhoff stress -0.21021E-01 -0.26228E-01 -0.85914E-01 -0.26228E-01 -0.13814E-01 -0.78817E-01 -0.85914E-01 -0.78817E-01 -0.19521E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73069907 0.57999423 0.92442809 -0.12467777 -0.08830004 0.19622071 0.57999423 0.77189205 0.87137127 -0.09624483 0.18037437 -0.09751314 0.92442809 0.87137127 2.21815514 0.42251567 0.59383772 0.54435624 -0.12467777 -0.09624483 0.42251567 0.39739689 0.18940854 0.17174369 -0.08830004 0.18037437 0.59383772 0.18940854 0.72491192 0.41717915 0.19622071 -0.09751314 0.54435624 0.17174369 0.41717915 0.67096206 *** 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) = -0.2793436070 Kirchhoff stress -0.19079E-01 -0.26218E-01 -0.84281E-01 -0.26218E-01 -0.15479E-01 -0.80742E-01 -0.84281E-01 -0.80742E-01 -0.19564E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73264777 0.57971215 0.91504789 -0.11701706 -0.08627985 0.19154592 0.57971215 0.75549138 0.88696807 -0.10165069 0.18483787 -0.09458293 0.91504789 0.88696807 2.22193388 0.42339675 0.59060993 0.55506133 -0.11701706 -0.10165069 0.42339675 0.39690488 0.18421891 0.17660011 -0.08627985 0.18483787 0.59060993 0.18421891 0.71502082 0.41800430 0.19154592 -0.09458293 0.55506133 0.17660011 0.41800430 0.68648073 *** 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) = -0.2793259949 Kirchhoff stress -0.17231E-01 -0.26205E-01 -0.82561E-01 -0.26205E-01 -0.17231E-01 -0.82561E-01 -0.82561E-01 -0.82561E-01 -0.19578E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75003029 0.58081780 0.90567527 -0.11242448 -0.08623477 0.18786136 0.58081780 0.75003029 0.90567527 -0.11242448 0.18786136 -0.08623477 0.90567527 0.90567527 2.24532940 0.42145430 0.57531258 0.57531258 -0.11242448 -0.11242448 0.42145430 0.39792569 0.18005923 0.18005923 -0.08623477 0.18786136 0.57531258 0.18005923 0.70530834 0.41603524 0.18786136 -0.08623477 0.57531258 0.18005923 0.41603524 0.70530834 *** 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) = -0.2793436070 Kirchhoff stress -0.15479E-01 -0.26218E-01 -0.80742E-01 -0.26218E-01 -0.19079E-01 -0.84281E-01 -0.80742E-01 -0.84281E-01 -0.19564E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75549138 0.57971215 0.88696807 -0.10165069 -0.09458293 0.18483787 0.57971215 0.73264777 0.91504789 -0.11701706 0.19154592 -0.08627985 0.88696807 0.91504789 2.22193388 0.42339675 0.55506133 0.59060993 -0.10165069 -0.11701706 0.42339675 0.39690488 0.17660011 0.18421891 -0.09458293 0.19154592 0.55506133 0.17660011 0.68648073 0.41800430 0.18483787 -0.08627985 0.59060993 0.18421891 0.41800430 0.71502082 *** 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) = -0.2793972201 Kirchhoff stress -0.13814E-01 -0.26228E-01 -0.78817E-01 -0.26228E-01 -0.21021E-01 -0.85914E-01 -0.78817E-01 -0.85914E-01 -0.19521E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77189205 0.57999423 0.87137127 -0.09624483 -0.09751314 0.18037437 0.57999423 0.73069907 0.92442809 -0.12467777 0.19622071 -0.08830004 0.87137127 0.92442809 2.21815514 0.42251567 0.54435624 0.59383772 -0.09624483 -0.12467777 0.42251567 0.39739689 0.17174369 0.18940854 -0.09751314 0.19622071 0.54435624 0.17174369 0.67096206 0.41717915 0.18037437 -0.08830004 0.59383772 0.18940854 0.41717915 0.72491192 *** 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) = -0.2794868011 Kirchhoff stress -0.12241E-01 -0.26244E-01 -0.76757E-01 -0.26244E-01 -0.23060E-01 -0.87473E-01 -0.76757E-01 -0.87473E-01 -0.19449E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78465511 0.57703458 0.84645812 -0.08529340 -0.10583599 0.17854392 0.57703458 0.72303284 0.93113581 -0.13262877 0.19802225 -0.08188022 0.84645812 0.93113581 2.20568151 0.41914514 0.51766492 0.60586702 -0.08529340 -0.13262877 0.41914514 0.39990467 0.16982119 0.19192521 -0.10583599 0.19802225 0.51766492 0.16982119 0.65192992 0.41405156 0.17854392 -0.08188022 0.60586702 0.19192521 0.41405156 0.73789606 *** 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) = -0.2796126701 Kirchhoff stress -0.10774E-01 -0.26253E-01 -0.74564E-01 -0.26253E-01 -0.25199E-01 -0.88960E-01 -0.74564E-01 -0.88960E-01 -0.19348E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80887149 0.57864269 0.82897143 -0.08242579 -0.11398703 0.17352689 0.57864269 0.71709636 0.93763468 -0.13941393 0.20039574 -0.08800496 0.82897143 0.93763468 2.19080968 0.41575065 0.49128148 0.61268191 -0.08242579 -0.13941393 0.41575065 0.39933742 0.16438094 0.19476469 -0.11398703 0.20039574 0.49128148 0.16438094 0.63199419 0.41070076 0.17352689 -0.08800496 0.61268191 0.19476469 0.41070076 0.74234032 *** 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) = -0.2797751816 Kirchhoff stress -0.94152E-02 -0.26244E-01 -0.72216E-01 -0.26244E-01 -0.27442E-01 -0.90382E-01 -0.72216E-01 -0.90382E-01 -0.19217E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84109770 0.58437797 0.80915041 -0.07231018 -0.12517867 0.17191085 0.58437797 0.70887286 0.94846042 -0.14457946 0.20382342 -0.08754344 0.80915041 0.94846042 2.16705870 0.41590770 0.46647241 0.62158059 -0.07231018 -0.14457946 0.41590770 0.40227228 0.16234623 0.19867016 -0.12517867 0.20382342 0.46647241 0.16234623 0.60907615 0.41091006 0.17191085 -0.08754344 0.62158059 0.19867016 0.41091006 0.75044785 *** 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) = -0.2799746552 Kirchhoff stress -0.81705E-02 -0.26206E-01 -0.69700E-01 -0.26206E-01 -0.29771E-01 -0.91713E-01 -0.69700E-01 -0.91713E-01 -0.19055E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87228105 0.58739024 0.79266456 -0.07660032 -0.14016455 0.16644617 0.58739024 0.70707011 0.96410883 -0.14709540 0.20819331 -0.08717439 0.79266456 0.96410883 2.19730476 0.41428985 0.44751726 0.63389510 -0.07660032 -0.14709540 0.41428985 0.40184868 0.15646361 0.20353339 -0.14016455 0.20819331 0.44751726 0.15646361 0.58885171 0.40935078 0.16644617 -0.08717439 0.63389510 0.20353339 0.40935078 0.76269326 *** 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) = -0.2802111651 Kirchhoff stress -0.70852E-02 -0.26123E-01 -0.67025E-01 -0.26123E-01 -0.32192E-01 -0.92958E-01 -0.67025E-01 -0.92958E-01 -0.18861E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91701212 0.59725750 0.78093643 -0.06827731 -0.13928630 0.16530810 0.59725750 0.68737937 0.97447093 -0.15222185 0.21160200 -0.08603812 0.78093643 0.97447093 2.16245498 0.40986189 0.41602292 0.63869884 -0.06827731 -0.15222185 0.40986189 0.40765424 0.15490926 0.20745335 -0.13928630 0.21160200 0.41602292 0.15490926 0.57273141 0.40498410 0.16530810 -0.08603812 0.63869884 0.20745335 0.40498410 0.76895090 *** 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) = -0.2804848491 Kirchhoff stress -0.61289E-02 -0.25982E-01 -0.64190E-01 -0.25982E-01 -0.34657E-01 -0.94087E-01 -0.64190E-01 -0.94087E-01 -0.18635E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93755889 0.60278985 0.75382270 -0.06354968 -0.16468878 0.15971511 0.60278985 0.70608022 0.98561072 -0.14841908 0.21375833 -0.08294610 0.75382270 0.98561072 2.13902429 0.40753612 0.38902336 0.63903751 -0.06354968 -0.14841908 0.40753612 0.40842405 0.14889138 0.21013876 -0.16468878 0.21375833 0.38902336 0.14889138 0.54052209 0.40270698 0.15971511 -0.08294610 0.63903751 0.21013876 0.40270698 0.77523380 *** 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) = -0.2807953575 Kirchhoff stress -0.53364E-02 -0.25775E-01 -0.61195E-01 -0.25775E-01 -0.37185E-01 -0.95106E-01 -0.61195E-01 -0.95106E-01 -0.18378E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00004537 0.61743425 0.73487096 -0.05806522 -0.17695834 0.15584996 0.61743425 0.74256718 0.99928524 -0.13765118 0.21574825 -0.07584169 0.73487096 0.99928524 2.09244338 0.40493661 0.36041417 0.64014034 -0.05806522 -0.13765118 0.40493661 0.41762809 0.14460226 0.21267436 -0.17695834 0.21574825 0.36041417 0.14460226 0.51576615 0.40015256 0.15584996 -0.07584169 0.64014034 0.21267436 0.40015256 0.78329503 *** 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) = -0.2811420831 Kirchhoff stress -0.46962E-02 -0.25485E-01 -0.58056E-01 -0.25485E-01 -0.39700E-01 -0.95957E-01 -0.58056E-01 -0.95957E-01 -0.18088E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00016087 0.62372765 0.71869769 -0.05302605 -0.18900618 0.15033756 0.62372765 0.72262339 1.01217938 -0.14001290 0.21742888 -0.07222925 0.71869769 1.01217938 2.07976756 0.39737699 0.32542693 0.64211323 -0.05302605 -0.14001290 0.39737699 0.41775785 0.13865934 0.21493352 -0.18900618 0.21742888 0.32542693 0.13865934 0.49308233 0.39262912 0.15033756 -0.07222925 0.64211323 0.21493352 0.39262912 0.78977500 *** 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) = -0.2815241817 Kirchhoff stress -0.42056E-02 -0.25115E-01 -0.54799E-01 -0.25115E-01 -0.42225E-01 -0.96669E-01 -0.54799E-01 -0.96669E-01 -0.17769E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05994310 0.63266344 0.70069409 -0.05771474 -0.20014746 0.14523406 0.63266344 0.73453798 1.02286173 -0.14213636 0.21779078 -0.06122242 0.70069409 1.02286173 2.04716969 0.38442527 0.29047716 0.63487236 -0.05771474 -0.14213636 0.38442527 0.41976110 0.13311098 0.21589044 -0.20014746 0.21779078 0.29047716 0.13311098 0.46777169 0.37969219 0.14523406 -0.06122242 0.63487236 0.21589044 0.37969219 0.79319113 *** 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) = -0.2819404817 Kirchhoff stress -0.38504E-02 -0.24652E-01 -0.51424E-01 -0.24652E-01 -0.44689E-01 -0.97168E-01 -0.51424E-01 -0.97168E-01 -0.17417E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09812212 0.64569188 0.68448831 -0.05617180 -0.21229524 0.13894977 0.64569188 0.76599849 1.03566096 -0.13019214 0.21901430 -0.05235763 0.68448831 1.03566096 2.01556949 0.37521113 0.25499754 0.62745464 -0.05617180 -0.13019214 0.37521113 0.42505494 0.12636962 0.21773814 -0.21229524 0.21901430 0.25499754 0.12636962 0.44345735 0.37048044 0.13894977 -0.05235763 0.62745464 0.21773814 0.37048044 0.79785812 *** 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) = -0.2823895455 Kirchhoff stress -0.36212E-02 -0.24100E-01 -0.47974E-01 -0.24100E-01 -0.47084E-01 -0.97486E-01 -0.47974E-01 -0.97486E-01 -0.17039E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11658661 0.65938245 0.67233993 -0.05540799 -0.22392257 0.13188204 0.65938245 0.78770372 1.05926985 -0.12409290 0.21787938 -0.03797640 0.67233993 1.05926985 2.00161237 0.36959780 0.23046867 0.62893937 -0.05540799 -0.12409290 0.36959780 0.43018231 0.11883355 0.21725743 -0.22392257 0.21787938 0.23046867 0.11883355 0.42238588 0.36484636 0.13188204 -0.03797640 0.62893937 0.21725743 0.36484636 0.81243127 *** 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) = -0.2828696171 Kirchhoff stress -0.34829E-02 -0.23449E-01 -0.44442E-01 -0.23449E-01 -0.49352E-01 -0.97549E-01 -0.44442E-01 -0.97549E-01 -0.16627E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16283906 0.66812459 0.65828234 -0.05038816 -0.22737698 0.12908873 0.66812459 0.80159047 1.07135613 -0.11682115 0.22270329 -0.01929751 0.65828234 1.07135613 1.98131010 0.35881482 0.19835581 0.63342537 -0.05038816 -0.11682115 0.35881482 0.43588456 0.11593344 0.22277559 -0.22737698 0.22270329 0.19835581 0.11593344 0.40552343 0.35415649 0.12908873 -0.01929751 0.63342537 0.22277559 0.35415649 0.82145610 *** 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) = -0.2833787955 Kirchhoff stress -0.34568E-02 -0.22737E-01 -0.40908E-01 -0.22737E-01 -0.51547E-01 -0.97440E-01 -0.40908E-01 -0.97440E-01 -0.16197E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.16829454 0.66504821 0.62932922 -0.05466672 -0.23540831 0.12070440 0.66504821 0.81589750 1.07188959 -0.11522086 0.21752995 -0.00501303 0.62932922 1.07188959 1.92802447 0.34472920 0.16523884 0.62574242 -0.05466672 -0.11522086 0.34472920 0.43861761 0.10795249 0.21825311 -0.23540831 0.21752995 0.16523884 0.10795249 0.38341599 0.34032081 0.12070440 -0.00501303 0.62574242 0.21825311 0.34032081 0.82841978 *** 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) = -0.2839149917 Kirchhoff stress -0.34876E-02 -0.21924E-01 -0.37331E-01 -0.21924E-01 -0.53556E-01 -0.97045E-01 -0.37331E-01 -0.97045E-01 -0.15736E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.17268196 0.66615088 0.60148463 -0.04443554 -0.24292385 0.11233289 0.66615088 0.83726835 1.06452658 -0.10165971 0.21538411 0.00268080 0.60148463 1.06452658 1.86227482 0.33159164 0.12988493 0.60701171 -0.04443554 -0.10165971 0.33159164 0.44589990 0.10004614 0.21670173 -0.24292385 0.21538411 0.12988493 0.10004614 0.36286353 0.32742488 0.11233289 0.00268080 0.60701171 0.21670173 0.32742488 0.82792338 *** 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) = -0.2844758968 Kirchhoff stress -0.35713E-02 -0.21042E-01 -0.33772E-01 -0.21042E-01 -0.55413E-01 -0.96428E-01 -0.33772E-01 -0.96428E-01 -0.15255E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.15441004 0.66524862 0.57935539 -0.03970097 -0.24474032 0.10705313 0.66524862 0.84954658 1.06977043 -0.09393683 0.21512135 0.02244177 0.57935539 1.06977043 1.83568257 0.32083961 0.10397311 0.60520030 -0.03970097 -0.09393683 0.32083961 0.45154327 0.09527133 0.21697056 -0.24474032 0.21512135 0.10397311 0.09527133 0.34842615 0.31690942 0.10705313 0.02244177 0.60520030 0.21697056 0.31690942 0.84041767 *** 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) = -0.2850590772 Kirchhoff stress -0.37039E-02 -0.20096E-01 -0.30254E-01 -0.20096E-01 -0.57094E-01 -0.95572E-01 -0.30254E-01 -0.95572E-01 -0.14754E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13540637 0.65780894 0.54972297 -0.04157536 -0.24894797 0.09960234 0.65780894 0.87980019 1.05947542 -0.08620051 0.21221198 0.03377795 0.54972297 1.05947542 1.77460936 0.30423947 0.07254057 0.58737426 -0.04157536 -0.08620051 0.30423947 0.45095681 0.08835336 0.21452934 -0.24894797 0.21221198 0.07254057 0.08835336 0.32681796 0.30052489 0.09960234 0.03377795 0.58737426 0.21452934 0.30052489 0.83772276 *** 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) = -0.2856620701 Kirchhoff stress -0.38635E-02 -0.19096E-01 -0.26796E-01 -0.19096E-01 -0.58579E-01 -0.94486E-01 -0.26796E-01 -0.94486E-01 -0.14236E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12787178 0.66907766 0.54686801 -0.03790340 -0.24666680 0.08947106 0.66907766 0.90717596 1.07192073 -0.07640046 0.20495508 0.04481067 0.54686801 1.07192073 1.74624427 0.29047568 0.04359223 0.57994529 -0.03790340 -0.07640046 0.29047568 0.45818422 0.07819181 0.20782374 -0.24666680 0.20495508 0.04359223 0.07819181 0.32027327 0.28678431 0.08947106 0.04481067 0.57994529 0.20782374 0.28678431 0.84611884 *** 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) = -0.2862821496 Kirchhoff stress -0.40340E-02 -0.18040E-01 -0.23403E-01 -0.18040E-01 -0.59858E-01 -0.93143E-01 -0.23403E-01 -0.93143E-01 -0.13699E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12485358 0.66793624 0.52197570 -0.03480336 -0.24653358 0.08658341 0.66793624 0.92147641 1.05630247 -0.07613883 0.20198010 0.05566799 0.52197570 1.05630247 1.66841856 0.26907737 0.00780634 0.55258871 -0.03480336 -0.07613883 0.26907737 0.45904832 0.07562121 0.20529344 -0.24653358 0.20198010 0.00780634 0.07562121 0.29821607 0.26550988 0.08658341 0.05566799 0.55258871 0.20529344 0.26550988 0.83296540 *** 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) = -0.2869166446 Kirchhoff stress -0.42272E-02 -0.16956E-01 -0.20123E-01 -0.16956E-01 -0.60922E-01 -0.91602E-01 -0.20123E-01 -0.91602E-01 -0.13152E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11175227 0.67279140 0.51264677 -0.03139926 -0.24695086 0.07759409 0.67279140 0.95539589 1.06661594 -0.06533822 0.19346050 0.06983028 0.51264677 1.06661594 1.65888230 0.25739278 -0.01516302 0.55156019 -0.03139926 -0.06533822 0.25739278 0.46591255 0.06696964 0.19717758 -0.24695086 0.19346050 -0.01516302 0.06696964 0.29173119 0.25394330 0.07759409 0.06983028 0.55156019 0.19717758 0.25394330 0.84577566 *** 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) = -0.2875627841 Kirchhoff stress -0.44024E-02 -0.15823E-01 -0.16948E-01 -0.15823E-01 -0.61731E-01 -0.89812E-01 -0.16948E-01 -0.89812E-01 -0.12589E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11146388 0.67342761 0.49764758 -0.02878439 -0.24646629 0.07072681 0.67342761 0.97761562 1.05741835 -0.06160960 0.18672416 0.07842787 0.49764758 1.05741835 1.60134484 0.23886794 -0.04383820 0.53068528 -0.02878439 -0.06160960 0.23886794 0.46856529 0.06046965 0.19081040 -0.24646629 0.18672416 -0.04383820 0.06046965 0.27959572 0.23553448 0.07072681 0.07842787 0.53068528 0.19081040 0.23553448 0.83913093 *** 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) = -0.2882176263 Kirchhoff stress -0.45932E-02 -0.14683E-01 -0.13909E-01 -0.14683E-01 -0.62322E-01 -0.87828E-01 -0.13909E-01 -0.87828E-01 -0.12020E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10686949 0.67486274 0.48691494 -0.02919001 -0.24141870 0.06207862 0.67486274 1.00790617 1.05404786 -0.05111507 0.17956363 0.08569984 0.48691494 1.05404786 1.56382467 0.22584664 -0.06193631 0.51239220 -0.02919001 -0.05111507 0.22584664 0.47199577 0.05219195 0.18397248 -0.24141870 0.17956363 -0.06193631 0.05219195 0.27168773 0.22262114 0.06207862 0.08569984 0.51239220 0.18397248 0.22262114 0.83830396 *** 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) = -0.2888781128 Kirchhoff stress -0.47787E-02 -0.13516E-01 -0.11012E-01 -0.13516E-01 -0.62633E-01 -0.85640E-01 -0.11012E-01 -0.85640E-01 -0.11441E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08227517 0.68329471 0.48870531 -0.02418844 -0.23318643 0.05998308 0.68329471 1.03357849 1.05557003 -0.05093503 0.17311848 0.09980867 0.48870531 1.05557003 1.54163238 0.20332187 -0.09340402 0.50495806 -0.02418844 -0.05093503 0.20332187 0.47448663 0.05011714 0.17799810 -0.23318643 0.17311848 -0.09340402 0.05011714 0.26790999 0.20007711 0.05998308 0.09980867 0.50495806 0.17799810 0.20007711 0.83398099 *** 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) = -0.2895414168 Kirchhoff stress -0.49444E-02 -0.12350E-01 -0.82804E-02 -0.12350E-01 -0.62690E-01 -0.83265E-01 -0.82804E-02 -0.83265E-01 -0.10859E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06245400 0.70434541 0.49386922 -0.01638989 -0.23241491 0.05396125 0.70434541 1.09070775 1.06047598 -0.04274233 0.16298448 0.10295613 0.49386922 1.06047598 1.49008839 0.19133469 -0.10819138 0.47224838 -0.01638989 -0.04274233 0.19133469 0.47874084 0.04364947 0.16858538 -0.23241491 0.16298448 -0.10819138 0.04364947 0.25609240 0.18791574 0.05396125 0.10295613 0.47224838 0.16858538 0.18791574 0.82159775 *** 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) = -0.2902043891 Kirchhoff stress -0.50690E-02 -0.11166E-01 -0.57116E-02 -0.11166E-01 -0.62413E-01 -0.80691E-01 -0.57116E-02 -0.80691E-01 -0.10268E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07883074 0.72567045 0.50829169 -0.01528043 -0.23159415 0.05141858 0.72567045 1.14639690 1.08546804 -0.03485312 0.15484185 0.11949463 0.50829169 1.08546804 1.50108746 0.17865399 -0.13090545 0.47688957 -0.01528043 -0.03485312 0.17865399 0.48296320 0.04073497 0.16118492 -0.23159415 0.15484185 -0.13090545 0.04073497 0.25332794 0.17507596 0.05141858 0.11949463 0.47688957 0.16118492 0.17507596 0.82908287 *** 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) = -0.2908639204 Kirchhoff stress -0.51713E-02 -0.10011E-01 -0.33228E-02 -0.10011E-01 -0.61877E-01 -0.77979E-01 -0.33228E-02 -0.77979E-01 -0.96803E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09049456 0.74666512 0.52083569 -0.01310929 -0.22986048 0.04603553 0.74666512 1.21261773 1.09027622 -0.02865735 0.13904492 0.12097985 0.52083569 1.09027622 1.46296578 0.16234135 -0.15458756 0.45289392 -0.01310929 -0.02865735 0.16234135 0.48887160 0.03512516 0.14606683 -0.22986048 0.13904492 -0.15458756 0.03512516 0.25089552 0.15864308 0.04603553 0.12097985 0.45289392 0.14606683 0.15864308 0.81862076 *** 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) = -0.2915169407 Kirchhoff stress -0.52534E-02 -0.88699E-02 -0.11116E-02 -0.88699E-02 -0.61024E-01 -0.75089E-01 -0.11116E-02 -0.75089E-01 -0.90891E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04564248 0.73389084 0.50859719 -0.01893303 -0.21970017 0.04446557 0.73389084 1.22741575 1.07874570 -0.02624109 0.13570385 0.13496590 0.50859719 1.07874570 1.44684215 0.14936859 -0.16225190 0.44724135 -0.01893303 -0.02624109 0.14936859 0.48535611 0.03439829 0.14270618 -0.21970017 0.13570385 -0.16225190 0.03439829 0.24918552 0.14589924 0.04446557 0.13496590 0.44724135 0.14270618 0.14589924 0.81753054 *** 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) = -0.2921604116 Kirchhoff stress -0.52864E-02 -0.77546E-02 0.91509E-03 -0.77546E-02 -0.59854E-01 -0.72052E-01 0.91509E-03 -0.72052E-01 -0.84998E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01777835 0.73245464 0.49850610 -0.00795349 -0.21935591 0.03934797 0.73245464 1.26702641 1.06047846 -0.01781654 0.12292651 0.14016593 0.49850610 1.06047846 1.37194300 0.13961422 -0.17690012 0.43065281 -0.00795349 -0.01781654 0.13961422 0.49309517 0.03009272 0.12984151 -0.21935591 0.12292651 -0.17690012 0.03009272 0.24944786 0.13637459 0.03934797 0.14016593 0.43065281 0.12984151 0.13637459 0.80957146 *** 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) = -0.2927914718 Kirchhoff stress -0.52680E-02 -0.66671E-02 0.27538E-02 -0.66671E-02 -0.58384E-01 -0.68883E-01 0.27538E-02 -0.68883E-01 -0.79136E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98253792 0.72274385 0.48545057 -0.01262952 -0.21427772 0.03828309 0.72274385 1.27808444 1.03552085 -0.01626291 0.11422312 0.14120469 0.48545057 1.03552085 1.33687068 0.12173296 -0.19506667 0.40630562 -0.01262952 -0.01626291 0.12173296 0.49245115 0.02981468 0.12099349 -0.21427772 0.11422312 -0.19506667 0.02981468 0.24654314 0.11872247 0.03828309 0.14120469 0.40630562 0.12099349 0.11872247 0.79476204 *** 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) = -0.2934071361 Kirchhoff stress -0.51971E-02 -0.56307E-02 0.44137E-02 -0.56307E-02 -0.56606E-01 -0.65584E-01 0.44137E-02 -0.65584E-01 -0.73317E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95576749 0.72100762 0.48993779 -0.01271311 -0.21132516 0.03733594 0.72100762 1.31277684 1.03942913 -0.01352430 0.10667914 0.15793337 0.48993779 1.03942913 1.34848292 0.11226899 -0.20213628 0.41496712 -0.01271311 -0.01352430 0.11226899 0.49050706 0.02930540 0.11352383 -0.21132516 0.10667914 -0.20213628 0.02930540 0.25151825 0.10935766 0.03733594 0.15793337 0.41496712 0.11352383 0.10935766 0.79913112 *** 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) = -0.2940046844 Kirchhoff stress -0.50486E-02 -0.46397E-02 0.58869E-02 -0.46397E-02 -0.54520E-01 -0.62180E-01 0.58869E-02 -0.62180E-01 -0.67554E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95423059 0.72992660 0.49499627 -0.01012660 -0.21136166 0.03406158 0.72992660 1.35305506 1.03022674 -0.00928773 0.09308656 0.15766890 0.49499627 1.03022674 1.30236659 0.10155117 -0.21340641 0.39166466 -0.01012660 -0.00928773 0.10155117 0.49332632 0.02628168 0.10013030 -0.21136166 0.09308656 -0.21340641 0.02628168 0.25096327 0.09868255 0.03406158 0.15766890 0.39166466 0.10013030 0.09868255 0.78425316 *** 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) = -0.2945816747 Kirchhoff stress -0.48162E-02 -0.37176E-02 0.71811E-02 -0.37176E-02 -0.52139E-01 -0.58661E-01 0.71811E-02 -0.58661E-01 -0.61849E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92346015 0.74068155 0.50175778 -0.00497663 -0.21096701 0.03551905 0.74068155 1.38965392 1.03052279 -0.00545167 0.08166666 0.16969266 0.50175778 1.03052279 1.29096448 0.09182294 -0.22355580 0.38418534 -0.00497663 -0.00545167 0.09182294 0.49793920 0.02801647 0.08885131 -0.21096701 0.08166666 -0.22355580 0.02801647 0.25208104 0.08900313 0.03551905 0.16969266 0.38418534 0.08885131 0.08900313 0.77889634 *** 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) = -0.2951357533 Kirchhoff stress -0.44779E-02 -0.28592E-02 0.82869E-02 -0.28592E-02 -0.49502E-01 -0.55081E-01 0.82869E-02 -0.55081E-01 -0.56259E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92620204 0.74390025 0.51177036 -0.00582174 -0.21097872 0.03304069 0.74390025 1.40389890 1.02735404 -0.00331048 0.07350894 0.17269296 0.51177036 1.02735404 1.27335448 0.08235446 -0.22526849 0.37436640 -0.00582174 -0.00331048 0.08235446 0.49503538 0.02582983 0.08077656 -0.21097872 0.07350894 -0.22526849 0.02582983 0.25646452 0.07960307 0.03304069 0.17269296 0.37436640 0.08077656 0.07960307 0.77011136 *** 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) = -0.2956647941 Kirchhoff stress -0.40677E-02 -0.20901E-02 0.92312E-02 -0.20901E-02 -0.46606E-01 -0.51412E-01 0.92312E-02 -0.51412E-01 -0.50748E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87158491 0.74233135 0.52015659 -0.01467381 -0.22181267 0.03231089 0.74233135 1.42907279 1.02324251 -0.01017684 0.05511500 0.17407859 0.52015659 1.02324251 1.26524044 0.07008109 -0.24548660 0.36458885 -0.01467381 -0.01017684 0.07008109 0.48735956 0.02542198 0.06239111 -0.22181267 0.05511500 -0.24548660 0.02542198 0.25924730 0.06741176 0.03231089 0.17407859 0.36458885 0.06239111 0.06741176 0.76045151 *** 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) = -0.2961669994 Kirchhoff stress -0.35265E-02 -0.13942E-02 0.10003E-01 -0.13942E-02 -0.43489E-01 -0.47680E-01 0.10003E-01 -0.47680E-01 -0.45359E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86638719 0.75224868 0.52621620 -0.00543176 -0.21007304 0.03194031 0.75224868 1.45094553 1.01057545 0.00202851 0.04570418 0.17501130 0.52621620 1.01057545 1.23642395 0.06457891 -0.23984078 0.34432296 -0.00543176 0.00202851 0.06457891 0.49733267 0.02555088 0.05274729 -0.21007304 0.04570418 -0.23984078 0.02555088 0.26599223 0.06207442 0.03194031 0.17501130 0.34432296 0.05274729 0.06207442 0.74861790 *** 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) = -0.2966407025 Kirchhoff stress -0.29080E-02 -0.80732E-03 0.10606E-01 -0.80732E-03 -0.40201E-01 -0.43912E-01 0.10606E-01 -0.43912E-01 -0.40122E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84644560 0.75022408 0.53563657 -0.01069500 -0.21174954 0.03005018 0.75022408 1.45799413 0.99178014 -0.00746701 0.03375803 0.17132071 0.53563657 0.99178014 1.20725199 0.05087499 -0.24243402 0.31692656 -0.01069500 -0.00746701 0.05087499 0.49038147 0.02402358 0.04063568 -0.21174954 0.03375803 -0.24243402 0.02402358 0.27099628 0.04849283 0.03005018 0.17132071 0.31692656 0.04063568 0.04849283 0.72553742 *** 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) = -0.2970845155 Kirchhoff stress -0.21995E-02 -0.30364E-03 0.11025E-01 -0.30364E-03 -0.36740E-01 -0.40123E-01 0.11025E-01 -0.40123E-01 -0.35059E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82688074 0.75188302 0.54865095 -0.00700654 -0.21031149 0.03336418 0.75188302 1.44574242 0.98912692 -0.01258809 0.02846178 0.18729593 0.54865095 0.98912692 1.19723853 0.04389078 -0.23846981 0.31317041 -0.00700654 -0.01258809 0.04389078 0.48719445 0.02772204 0.03509994 -0.21031149 0.02846178 -0.23846981 0.02772204 0.27967078 0.04166478 0.03336418 0.18729593 0.31317041 0.03509994 0.04166478 0.71869284 *** 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) = -0.2974972019 Kirchhoff stress -0.14234E-02 0.80999E-04 0.11276E-01 0.80999E-04 -0.33189E-01 -0.36326E-01 0.11276E-01 -0.36326E-01 -0.30187E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81477416 0.75732712 0.55996342 -0.00420879 -0.21427965 0.03419334 0.75732712 1.43852358 0.97092140 -0.01300186 0.01460107 0.17830662 0.55996342 0.97092140 1.16335583 0.03697482 -0.24180635 0.29168375 -0.00420879 -0.01300186 0.03697482 0.48786032 0.02894639 0.02092443 -0.21427965 0.01460107 -0.24180635 0.02894639 0.28670569 0.03491514 0.03419334 0.17830662 0.29168375 0.02092443 0.03491514 0.69639874 *** 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) = -0.2978777424 Kirchhoff stress -0.61294E-03 0.36672E-03 0.11345E-01 0.36672E-03 -0.29564E-01 -0.32538E-01 0.11345E-01 -0.32538E-01 -0.25536E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82197138 0.76014405 0.57439806 -0.00689300 -0.20880600 0.03428256 0.76014405 1.46213248 0.97725794 -0.01230264 0.00542847 0.18765795 0.57439806 0.97725794 1.17654916 0.03558709 -0.22790706 0.28633073 -0.00689300 -0.01230264 0.03558709 0.48604914 0.02943571 0.01137054 -0.20880600 0.00542847 -0.22790706 0.02943571 0.29700186 0.03371923 0.03428256 0.18765795 0.28633073 0.01137054 0.03371923 0.69878113 *** 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) = -0.2982251793 Kirchhoff stress 0.22902E-03 0.56158E-03 0.11228E-01 0.56158E-03 -0.25896E-01 -0.28782E-01 0.11228E-01 -0.28782E-01 -0.21160E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80558614 0.76185727 0.59131221 -0.00345002 -0.19964762 0.03562534 0.76185727 1.43069861 0.95769322 -0.01291138 -0.00252328 0.17532928 0.59131221 0.95769322 1.16637944 0.03058379 -0.22052971 0.26245311 -0.00345002 -0.01291138 0.03058379 0.48235139 0.03117807 0.00298394 -0.19964762 -0.00252328 -0.22052971 0.03117807 0.30897186 0.02894046 0.03562534 0.17532928 0.26245311 0.00298394 0.02894046 0.67446172 *** 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) = -0.2985387112 Kirchhoff stress 0.10344E-02 0.65408E-03 0.10915E-01 0.65408E-03 -0.22254E-01 -0.25072E-01 0.10915E-01 -0.25072E-01 -0.17069E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81015207 0.76342223 0.60226024 0.00328388 -0.19477597 0.03635418 0.76342223 1.41280657 0.93844816 -0.01611940 -0.01150452 0.16951301 0.60226024 0.93844816 1.13187117 0.02461096 -0.21042028 0.24086172 0.00328388 -0.01611940 0.02461096 0.48380171 0.03239071 -0.00659098 -0.19477597 -0.01150452 -0.21042028 0.03239071 0.32031743 0.02320936 0.03635418 0.16951301 0.24086172 -0.00659098 0.02320936 0.65583135 *** 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) = -0.2988175599 Kirchhoff stress 0.17332E-02 0.65945E-03 0.10388E-01 0.65945E-03 -0.18687E-01 -0.21439E-01 0.10388E-01 -0.21439E-01 -0.13324E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82519018 0.76893178 0.61746627 0.00348122 -0.18096900 0.03407907 0.76893178 1.38759715 0.92181398 -0.01020558 -0.01203490 0.16034568 0.61746627 0.92181398 1.11272845 0.01799611 -0.19473757 0.21047527 0.00348122 -0.01020558 0.01799611 0.48905951 0.03059096 -0.00773332 -0.18096900 -0.01203490 -0.19473757 0.03059096 0.33575351 0.01684463 0.03407907 0.16034568 0.21047527 -0.00773332 0.01684463 0.63960034 *** 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) = -0.2990609982 Kirchhoff stress 0.23078E-02 0.59382E-03 0.96466E-02 0.59382E-03 -0.15246E-01 -0.17897E-01 0.96466E-02 -0.17897E-01 -0.99563E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84448894 0.76330355 0.64253371 -0.00117816 -0.15644024 0.02590796 0.76330355 1.31664620 0.89791343 -0.02559084 -0.01830332 0.13568871 0.64253371 0.89791343 1.10890142 0.01304541 -0.16431513 0.17774715 -0.00117816 -0.02559084 0.01304541 0.48309103 0.02289846 -0.01462850 -0.15644024 -0.01830332 -0.16431513 0.02289846 0.36091861 0.01214948 0.02590796 0.13568871 0.17774715 -0.01462850 0.01214948 0.61595438 *** 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) = -0.2992683812 Kirchhoff stress 0.26951E-02 0.49046E-03 0.86665E-02 0.49046E-03 -0.11987E-01 -0.14487E-01 0.86665E-02 -0.14487E-01 -0.70276E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86865518 0.75469362 0.65431329 -0.00370791 -0.14764744 0.02655384 0.75469362 1.28399834 0.87724599 -0.02677603 -0.01772158 0.12547131 0.65431329 0.87724599 1.09482807 0.00899296 -0.15502154 0.15153873 -0.00370791 -0.02677603 0.00899296 0.47405522 0.02401048 -0.01468165 -0.14764744 -0.01772158 -0.15502154 0.02401048 0.37266363 0.00833795 0.02655384 0.12547131 0.15153873 -0.01468165 0.00833795 0.59537104 *** 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) = -0.2994390634 Kirchhoff stress 0.28335E-02 0.36103E-03 0.74406E-02 0.36103E-03 -0.89420E-02 -0.11205E-01 0.74406E-02 -0.11205E-01 -0.45599E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88931515 0.75686881 0.67045758 -0.00395230 -0.12553719 0.02461747 0.75686881 1.25087720 0.85301865 -0.02305647 -0.01688052 0.09861645 0.67045758 0.85301865 1.08428124 0.00685686 -0.13204215 0.12248780 -0.00395230 -0.02305647 0.00685686 0.47579303 0.02255028 -0.01447743 -0.12553719 -0.01688052 -0.13204215 0.02255028 0.38871152 0.00642322 0.02461747 0.09861645 0.12248780 -0.01447743 0.00642322 0.57113858 *** 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) = -0.2995724878 Kirchhoff stress 0.26658E-02 0.22815E-03 0.59636E-02 0.22815E-03 -0.61823E-02 -0.81105E-02 0.59636E-02 -0.81105E-02 -0.26013E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93386861 0.76364024 0.69416333 0.00113231 -0.09372200 0.02165082 0.76364024 1.21840503 0.83304622 -0.02171175 -0.01201171 0.08333160 0.69416333 0.83304622 1.08153430 0.00229321 -0.10099808 0.09275595 0.00113231 -0.02171175 0.00229321 0.48214804 0.02007443 -0.01023480 -0.09372200 -0.01201171 -0.10099808 0.02007443 0.41228892 0.00204071 0.02165082 0.08333160 0.09275595 -0.01023480 0.00204071 0.55109324 *** 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) = -0.2996681447 Kirchhoff stress 0.21557E-02 0.10775E-03 0.42319E-02 0.10775E-03 -0.37567E-02 -0.51949E-02 0.42319E-02 -0.51949E-02 -0.11759E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98344598 0.76843242 0.71739269 0.00186663 -0.06352732 0.01062842 0.76843242 1.15164180 0.80576904 -0.01042990 -0.00859366 0.04554349 0.71739269 0.80576904 1.06865053 0.00299387 -0.06598985 0.05192910 0.00186663 -0.01042990 0.00299387 0.48660827 0.00955992 -0.00742776 -0.06352732 -0.00859366 -0.06598985 0.00955992 0.43540156 0.00287989 0.01062842 0.04554349 0.05192910 -0.00742776 0.00287989 0.52374088 *** 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) = -0.2997256672 Kirchhoff stress 0.12645E-02 0.28193E-04 0.22339E-02 0.28193E-04 -0.16847E-02 -0.24821E-02 0.22339E-02 -0.24821E-02 -0.31006E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02248499 0.76679653 0.73349753 0.00183248 -0.03975811 0.00778503 0.76679653 1.09042057 0.78086267 -0.00625886 -0.00305760 0.01905434 0.73349753 0.78086267 1.06355245 0.00024093 -0.04238925 0.02179651 0.00183248 -0.00625886 0.00024093 0.48474226 0.00723981 -0.00249057 -0.03975811 -0.00305760 -0.04238925 0.00723981 0.45140206 0.00021203 0.00778503 0.01905434 0.02179651 -0.00249057 0.00021203 0.49875773 *** 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) = -0.2997453517 Kirchhoff stress -0.11444E-04 -0.12517E-14 -0.21220E-14 -0.12441E-14 -0.11444E-04 0.16180E-15 -0.21220E-14 0.16268E-15 -0.11444E-04 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08868194 0.77180457 0.77180457 -0.00000000 -0.00000000 0.00000000 0.77180457 1.08868194 0.77180457 -0.00000000 -0.00000000 0.00000000 0.77180457 0.77180457 1.08868194 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.48967188 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.48967188 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.48967188 * CB-KIM calculation successfully completed