---------------------------------------------------------------------------- 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_Cai_Ye_AlCu__MO_942551040047_004 Maximum cut-off distance: 6.6825000000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 Relaxed lattice vectors 0.00000000000000000000 1.80736407550753330753 1.80736407550753330753 1.80736407550753330753 0.00000000000000000000 1.80736407550753330753 1.80736407550753330753 1.80736407550753330753 0.00000000000000000000 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 *** step number: 0 *** Deformation gradient in current step 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2984962778 Kirchhoff stress -0.71882E-10 -0.30163E-17 0.67489E-18 -0.30163E-17 -0.71882E-10 -0.10422E-17 0.68407E-18 -0.10514E-17 -0.71882E-10 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05064769 0.79258067 0.79258067 0.00000000 -0.00000000 0.00000000 0.79258067 1.05064769 0.79258067 0.00000000 -0.00000000 0.00000000 0.79258067 0.79258067 1.05064769 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.46904391 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.46904391 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.46904391 *** 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) = -0.2984781041 Kirchhoff stress -0.12936E-02 -0.17576E-04 -0.24188E-02 -0.17576E-04 0.12862E-02 0.22692E-02 -0.24188E-02 0.22692E-02 -0.16301E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04720520 0.79228815 0.80845872 -0.00347655 0.01349828 0.00168779 0.79228815 1.05377645 0.77705426 0.00331461 -0.00123351 -0.01348792 0.80845872 0.77705426 1.05183741 0.00038327 0.01744327 -0.01634255 -0.00347655 0.00331461 0.00038327 0.46884957 0.00346031 -0.00309555 0.01349828 -0.00123351 0.01744327 0.00346031 0.48416672 0.00035869 0.00168779 -0.01348792 -0.01634255 -0.00309555 0.00035869 0.45425878 *** 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) = -0.2984236334 Kirchhoff stress -0.25917E-02 -0.70371E-04 -0.49797E-02 -0.70371E-04 0.25622E-02 0.43818E-02 -0.49797E-02 0.43818E-02 -0.65156E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04345414 0.79141221 0.82463730 -0.00708808 0.02695375 0.00383525 0.79141221 1.05657612 0.76192247 0.00644009 -0.00201917 -0.02691976 0.82463730 0.76192247 1.05539716 0.00153246 0.03593152 -0.03153747 -0.00708808 0.00644009 0.00153246 0.46826776 0.00728174 -0.00582322 0.02695375 -0.00201917 0.03593152 0.00728174 0.49958117 0.00143437 0.00383525 -0.02691976 -0.03153747 -0.00582322 0.00143437 0.43984970 *** 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) = -0.2983456626 Kirchhoff stress -0.37870E-02 -0.16660E-03 -0.75875E-02 -0.16660E-03 0.38398E-02 0.63182E-02 -0.75875E-02 0.63182E-02 -0.13804E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03840554 0.78982957 0.84044059 -0.01077205 0.03956072 0.00650577 0.78982957 1.05901558 0.74712884 0.00935230 -0.00246856 -0.04024083 0.84044059 0.74712884 1.06063331 0.00354108 0.05480605 -0.04538981 -0.01077205 0.00935230 0.00354108 0.46717216 0.01151964 -0.00828681 0.03956072 -0.00246856 0.05480605 0.01151964 0.51461334 0.00332141 0.00650577 -0.04024083 -0.04538981 -0.00828681 0.00332141 0.42575483 *** 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) = -0.2982243642 Kirchhoff stress -0.50346E-02 -0.31961E-03 -0.10387E-01 -0.31961E-03 0.51078E-02 0.80878E-02 -0.10387E-01 0.80878E-02 -0.25032E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03354098 0.78758739 0.85697969 -0.01425953 0.05257577 0.00969093 0.78758739 1.06102182 0.73287908 0.01215381 -0.00245853 -0.05338339 0.85697969 0.73287908 1.06883721 0.00625444 0.07516087 -0.05813730 -0.01425953 0.01215381 0.00625444 0.46561019 0.01615740 -0.01034878 0.05257577 -0.00245853 0.07516087 0.01615740 0.53038620 0.00586669 0.00969093 -0.05338339 -0.05813730 -0.01034878 0.00586669 0.41217857 *** 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) = -0.2980636133 Kirchhoff stress -0.63181E-02 -0.48138E-03 -0.13318E-01 -0.48138E-03 0.63398E-02 0.96914E-02 -0.13318E-01 0.96914E-02 -0.39485E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02885244 0.78499289 0.87371717 -0.01809507 0.06554687 0.01324336 0.78499289 1.06275503 0.71916572 0.01456507 -0.00195766 -0.06638454 0.87371717 0.71916572 1.07936447 0.00969230 0.09640800 -0.06961944 -0.01809507 0.01456507 0.00969230 0.46388690 0.02104047 -0.01196831 0.06554687 -0.00195766 0.09640800 0.02104047 0.54636670 0.00909028 0.01324336 -0.06638454 -0.06961944 -0.01196831 0.00909028 0.39910967 *** 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) = -0.2978719829 Kirchhoff stress -0.75884E-02 -0.68884E-03 -0.16343E-01 -0.68884E-03 0.75695E-02 0.11086E-01 -0.16343E-01 0.11086E-01 -0.56637E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02388341 0.78183688 0.89049530 -0.02194961 0.07824877 0.01729373 0.78183688 1.06401758 0.70579900 0.01672889 -0.00110523 -0.07902872 0.89049530 0.70579900 1.09168727 0.01398180 0.11831010 -0.07947165 -0.02194961 0.01672889 0.01398180 0.46178817 0.02629424 -0.01327438 0.07824877 -0.00110523 0.11831010 0.02629424 0.56240183 0.01312221 0.01729373 -0.07902872 -0.07947165 -0.01327438 0.01312221 0.38635466 *** 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) = -0.2976500775 Kirchhoff stress -0.87977E-02 -0.88505E-03 -0.19439E-01 -0.88505E-03 0.87889E-02 0.12350E-01 -0.19439E-01 0.12350E-01 -0.76813E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01865803 0.77818523 0.90735354 -0.02581161 0.09065947 0.02178037 0.77818523 1.06497408 0.69321940 0.01854850 0.00021760 -0.09153435 0.90735354 0.69321940 1.10673447 0.01892180 0.14110619 -0.08827623 -0.02581161 0.01854850 0.01892180 0.45937452 0.03184949 -0.01413731 0.09065947 0.00021760 0.14110619 0.03184949 0.57853736 0.01776232 0.02178037 -0.09153435 -0.08827623 -0.01413731 0.01776232 0.37435326 *** 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) = -0.2973864267 Kirchhoff stress -0.10043E-01 -0.11585E-02 -0.22663E-01 -0.11585E-02 0.99541E-02 0.13398E-01 -0.22663E-01 0.13398E-01 -0.10048E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01276271 0.77377764 0.92396356 -0.02997711 0.10247808 0.02655184 0.77377764 1.06535481 0.68113976 0.01983779 0.00180263 -0.10384586 0.92396356 0.68113976 1.12348212 0.02444104 0.16426822 -0.09591871 -0.02997711 0.01983779 0.02444104 0.45638291 0.03755220 -0.01475236 0.10247808 0.00180263 0.16426822 0.03755220 0.59445404 0.02294434 0.02655184 -0.10384586 -0.09591871 -0.01475236 0.02294434 0.36281848 *** 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) = -0.2970938709 Kirchhoff stress -0.11227E-01 -0.14555E-02 -0.25993E-01 -0.14555E-02 0.11097E-01 0.14240E-01 -0.25993E-01 0.14240E-01 -0.12690E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00661523 0.76909900 0.94049903 -0.03392705 0.11440724 0.03206031 0.76909900 1.06545928 0.66978669 0.02096627 0.00394610 -0.11571438 0.94049903 0.66978669 1.14277675 0.03076693 0.18847751 -0.10189088 -0.03392705 0.02096627 0.03076693 0.45329030 0.04385047 -0.01481235 0.11440724 0.00394610 0.18847751 0.04385047 0.61032907 0.02889735 0.03206031 -0.11571438 -0.10189088 -0.01481235 0.02889735 0.35197494 *** 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) = -0.2967651796 Kirchhoff stress -0.12427E-01 -0.18071E-02 -0.29362E-01 -0.18071E-02 0.12203E-01 0.14895E-01 -0.29362E-01 0.14895E-01 -0.15637E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00065473 0.76404092 0.95707843 -0.03764967 0.12557313 0.03790561 0.76404092 1.06513982 0.65914265 0.02176623 0.00643038 -0.12722774 0.95707843 0.65914265 1.16426320 0.03788387 0.21307776 -0.10647199 -0.03764967 0.02176623 0.03788387 0.44998321 0.05034068 -0.01452513 0.12557313 0.00643038 0.21307776 0.05034068 0.62628966 0.03560982 0.03790561 -0.12722774 -0.10647199 -0.01452513 0.03560982 0.34180556 *** 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) = -0.2964094506 Kirchhoff stress -0.13559E-01 -0.21692E-02 -0.32800E-01 -0.21692E-02 0.13300E-01 0.15338E-01 -0.32800E-01 0.15338E-01 -0.18857E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99410782 0.75835134 0.97338914 -0.04156804 0.13633873 0.04428578 0.75835134 1.06422678 0.64917399 0.02202620 0.00936876 -0.13828188 0.97338914 0.64917399 1.18776953 0.04566911 0.23814043 -0.10958123 -0.04156804 0.02202620 0.04566911 0.44620045 0.05721955 -0.01376545 0.13633873 0.00936876 0.23814043 0.05721955 0.64202739 0.04296141 0.04428578 -0.13828188 -0.10958123 -0.01376545 0.04296141 0.33227673 *** 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) = -0.2960196369 Kirchhoff stress -0.14695E-01 -0.26018E-02 -0.36268E-01 -0.26018E-02 0.14337E-01 0.15588E-01 -0.36268E-01 0.15588E-01 -0.22348E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98769916 0.75251950 0.98945310 -0.04509120 0.14639039 0.05098110 0.75251950 1.06299917 0.63996940 0.02210208 0.01259056 -0.14897123 0.98945310 0.63996940 1.21323450 0.05417861 0.26354838 -0.11122111 -0.04509120 0.02210208 0.05417861 0.44242553 0.06426564 -0.01269379 0.14639039 0.01259056 0.26354838 0.06426564 0.65757153 0.05101335 0.05098110 -0.14897123 -0.11122111 -0.01269379 0.05101335 0.32347884 *** 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) = -0.2956009864 Kirchhoff stress -0.15792E-01 -0.30759E-02 -0.39769E-01 -0.30759E-02 0.15334E-01 0.15632E-01 -0.39769E-01 0.15632E-01 -0.26095E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98108701 0.74635338 1.00516106 -0.04849168 0.15580900 0.05807591 0.74635338 1.06130162 0.63152553 0.02180807 0.01616756 -0.15920686 1.00516106 0.63152553 1.24058070 0.06335977 0.28923712 -0.11136273 -0.04849168 0.02180807 0.06335977 0.43845679 0.07156344 -0.01122764 0.15580900 0.01616756 0.28923712 0.07156344 0.67281757 0.05971616 0.05807591 -0.15920686 -0.11136273 -0.01122764 0.05971616 0.31540979 *** 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) = -0.2951548141 Kirchhoff stress -0.16846E-01 -0.35921E-02 -0.43289E-01 -0.35921E-02 0.16289E-01 0.15469E-01 -0.43289E-01 0.15469E-01 -0.30086E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97427141 0.73989345 1.02043920 -0.05175552 0.16453971 0.06554883 0.73989345 1.05912861 0.62386645 0.02114756 0.02009191 -0.16896350 1.02043920 0.62386645 1.26971013 0.07319212 0.31511356 -0.10999510 -0.05175552 0.02114756 0.07319212 0.43432557 0.07909230 -0.00936480 0.16453971 0.02009191 0.31511356 0.07909230 0.68769679 0.06905329 0.06554883 -0.16896350 -0.10999510 -0.00936480 0.06905329 0.30809563 *** 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) = -0.2946825450 Kirchhoff stress -0.17850E-01 -0.41504E-02 -0.46816E-01 -0.41504E-02 0.17199E-01 0.15098E-01 -0.46816E-01 0.15098E-01 -0.34307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96726888 0.73317826 1.03522127 -0.05487168 0.17253641 0.07337665 0.73317826 1.05647222 0.61701691 0.02012227 0.02435564 -0.17821520 1.03522127 0.61701691 1.30053653 0.08365345 0.34108937 -0.10710811 -0.05487168 0.02012227 0.08365345 0.43006073 0.08683057 -0.00710364 0.17253641 0.02435564 0.34108937 0.08683057 0.70214752 0.07900647 0.07337665 -0.17821520 -0.10710811 -0.00710364 0.07900647 0.30156341 *** 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) = -0.2941898398 Kirchhoff stress -0.18734E-01 -0.47453E-02 -0.50338E-01 -0.47453E-02 0.18059E-01 0.14519E-01 -0.50338E-01 0.14519E-01 -0.38745E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95898562 0.72624251 1.04943493 -0.05792714 0.17974915 0.08153172 0.72624251 1.05332939 0.61099905 0.01874056 0.02895068 -0.18693877 1.04943493 0.61099905 1.33294895 0.09471782 0.36706563 -0.10269870 -0.05792714 0.01874056 0.09471782 0.42568565 0.09475307 -0.00444310 0.17974915 0.02895068 0.36706563 0.09475307 0.71610015 0.08955356 0.08153172 -0.18693877 -0.10269870 -0.00444310 0.08955356 0.29583830 *** 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) = -0.2936704271 Kirchhoff stress -0.19620E-01 -0.53871E-02 -0.53840E-01 -0.53871E-02 0.18866E-01 0.13731E-01 -0.53840E-01 0.13731E-01 -0.43384E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95157388 0.71913755 1.06301061 -0.06073771 0.18613628 0.08998477 0.71913755 1.04969643 0.60583669 0.01701000 0.03386905 -0.19510971 1.06301061 0.60583669 1.36684207 0.10635681 0.39294803 -0.09676530 -0.06073771 0.01701000 0.10635681 0.42124332 0.10283357 -0.00138274 0.18613628 0.03386905 0.39294803 0.10283357 0.72949102 0.10067029 0.08998477 -0.19510971 -0.09676530 -0.00138274 0.10067029 0.29094613 *** 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) = -0.2931298685 Kirchhoff stress -0.20441E-01 -0.60704E-02 -0.57309E-01 -0.60704E-02 0.19618E-01 0.12736E-01 -0.57309E-01 0.12736E-01 -0.48209E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94401652 0.71189836 1.07588168 -0.06338319 0.19165765 0.09870308 0.71189836 1.04557250 0.60154902 0.01494271 0.03910278 -0.20270761 1.07588168 0.60154902 1.40210440 0.11853934 0.41863746 -0.08931342 -0.06338319 0.01494271 0.11853934 0.41675660 0.11104333 0.00207740 0.19165765 0.03910278 0.41863746 0.11104333 0.74225508 0.11232917 0.09870308 -0.20270761 -0.08931342 0.00207740 0.11232917 0.28690944 *** 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) = -0.2925700195 Kirchhoff stress -0.21193E-01 -0.67943E-02 -0.60732E-01 -0.67943E-02 0.20309E-01 0.11536E-01 -0.60732E-01 0.11536E-01 -0.53201E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93633282 0.70456540 1.08798217 -0.06586195 0.19627758 0.10765136 0.70456540 1.04095990 0.59815628 0.01255369 0.04464340 -0.20971070 1.08798217 0.59815628 1.43860827 0.13123108 0.44403438 -0.08035246 -0.06586195 0.01255369 0.13123108 0.41225462 0.11935166 0.00593607 0.19627758 0.04464340 0.44403438 0.11935166 0.75432844 0.12449947 0.10765136 -0.20971070 -0.08035246 0.00593607 0.12449947 0.28375145 *** 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) = -0.2919887958 Kirchhoff stress -0.21892E-01 -0.75346E-02 -0.64074E-01 -0.75346E-02 0.20915E-01 0.10111E-01 -0.64074E-01 0.10111E-01 -0.58364E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92867941 0.69731597 1.09935997 -0.06831251 0.19983721 0.11691672 0.69731597 1.03599773 0.59578970 0.00972298 0.05035658 -0.21597430 1.09935997 0.59578970 1.47631943 0.14428025 0.46893126 -0.06979461 -0.06831251 0.00972298 0.14428025 0.40790373 0.12785152 0.01006497 0.19983721 0.05035658 0.46893126 0.12785152 0.76576109 0.13703208 0.11691672 -0.21597430 -0.06979461 0.01006497 0.13703208 0.28160707 *** 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) = -0.2913965401 Kirchhoff stress -0.22488E-01 -0.83370E-02 -0.67364E-01 -0.83370E-02 0.21478E-01 0.85083E-02 -0.67364E-01 0.85083E-02 -0.63638E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92079983 0.68990826 1.10971825 -0.07045587 0.20256357 0.12620189 0.68990826 1.03041661 0.59423238 0.00675243 0.05648921 -0.22173619 1.10971825 0.59423238 1.51490325 0.15787861 0.49343541 -0.05787458 -0.07045587 0.00675243 0.15787861 0.40344876 0.13625021 0.01471778 0.20256357 0.05648921 0.49343541 0.13625021 0.77625522 0.15012338 0.12620189 -0.22173619 -0.05787458 0.01471778 0.15012338 0.28026089 *** 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) = -0.2907911528 Kirchhoff stress -0.22985E-01 -0.91752E-02 -0.70565E-01 -0.91752E-02 0.21983E-01 0.67091E-02 -0.70565E-01 0.67091E-02 -0.69009E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89958712 0.67030653 1.10445010 -0.07270910 0.20229661 0.13593715 0.67030653 1.01305631 0.58009828 0.00327166 0.06105274 -0.22652044 1.10445010 0.58009828 1.53804739 0.17155507 0.51510205 -0.04412417 -0.07270910 0.00327166 0.17155507 0.39902692 0.14459605 0.01976488 0.20229661 0.06105274 0.51510205 0.14459605 0.78552864 0.16365907 0.13593715 -0.22652044 -0.04412417 0.01976488 0.16365907 0.27981719 *** 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) = -0.2901748848 Kirchhoff stress -0.23391E-01 -0.10047E-01 -0.73663E-01 -0.10047E-01 0.22416E-01 0.47185E-02 -0.73663E-01 0.47185E-02 -0.74470E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89229398 0.66365009 1.11348240 -0.07454304 0.20306732 0.14532151 0.66365009 1.00714084 0.58106886 -0.00020457 0.06776604 -0.23101482 1.11348240 0.58106886 1.57867661 0.18586006 0.53829900 -0.02941412 -0.07454304 -0.00020457 0.18586006 0.39469296 0.15293650 0.02518382 0.20306732 0.06776604 0.53829900 0.15293650 0.79416514 0.17748571 0.14532151 -0.23101482 -0.02941412 0.02518382 0.17748571 0.28033612 *** 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) = -0.2895541416 Kirchhoff stress -0.23646E-01 -0.10959E-01 -0.76629E-01 -0.10959E-01 0.22772E-01 0.25396E-02 -0.76629E-01 0.25396E-02 -0.79999E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88409540 0.65707490 1.12139749 -0.07609079 0.20257275 0.15476062 0.65707490 1.00079961 0.58302195 -0.00387969 0.07474007 -0.23482208 1.12139749 0.58302195 1.61986709 0.20046393 0.56067434 -0.01333008 -0.07609079 -0.00387969 0.20046393 0.39045479 0.16123130 0.03096789 0.20257275 0.07474007 0.56067434 0.16123130 0.80174300 0.19162493 0.15476062 -0.23482208 -0.01333008 0.03096789 0.19162493 0.28181933 *** 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) = -0.2889235487 Kirchhoff stress -0.23859E-01 -0.11891E-01 -0.79482E-01 -0.11891E-01 0.23045E-01 0.18363E-03 -0.79482E-01 0.18363E-03 -0.85582E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87677029 0.65064326 1.12828202 -0.07762750 0.20130002 0.16413203 0.65064326 0.99404064 0.58596770 -0.00773920 0.08197096 -0.23792655 1.12828202 0.58596770 1.66146546 0.21529118 0.58216218 0.00407685 -0.07762750 -0.00773920 0.21529118 0.38636730 0.16936418 0.03711735 0.20130002 0.08197096 0.58216218 0.16936418 0.80835158 0.20600283 0.16413203 -0.23792655 0.00407685 0.03711735 0.20600283 0.28428050 *** 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) = -0.2882892819 Kirchhoff stress -0.23973E-01 -0.12847E-01 -0.82193E-01 -0.12847E-01 0.23232E-01 -0.23445E-02 -0.82193E-01 -0.23445E-02 -0.91195E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86951239 0.64436469 1.13403653 -0.07903049 0.19901765 0.17342779 0.64436469 0.98689057 0.58991025 -0.01174988 0.08943821 -0.24031017 1.13403653 0.58991025 1.70332676 0.23029949 0.60265856 0.02276455 -0.07903049 -0.01174988 0.23029949 0.38242968 0.17733380 0.04361434 0.19901765 0.08943821 0.60265856 0.17733380 0.81389023 0.22057903 0.17342779 -0.24031017 0.02276455 0.04361434 0.22057903 0.28772757 *** 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) = -0.2876421208 Kirchhoff stress -0.24016E-01 -0.13855E-01 -0.84774E-01 -0.13855E-01 0.23225E-01 -0.50912E-02 -0.84774E-01 -0.50912E-02 -0.96866E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86249704 0.63853079 1.13871583 -0.08012352 0.19581319 0.18272459 0.63853079 0.98064046 0.59513236 -0.01568265 0.09725660 -0.24148854 1.13871583 0.59513236 1.74575135 0.24556474 0.62225055 0.04299218 -0.08012352 -0.01568265 0.24556474 0.37892643 0.18522471 0.05057674 0.19581319 0.09725660 0.62225055 0.18522471 0.81841399 0.23543150 0.18272459 -0.24148854 0.04299218 0.05057674 0.23543150 0.29244963 *** 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) = -0.2870086283 Kirchhoff stress -0.23922E-01 -0.14849E-01 -0.87162E-01 -0.14849E-01 0.23239E-01 -0.79369E-02 -0.87162E-01 -0.79369E-02 -0.10247E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85545411 0.63262190 1.14207251 -0.08130149 0.19150857 0.19171087 0.63262190 0.97272438 0.60106062 -0.01989780 0.10514021 -0.24240821 1.14207251 0.60106062 1.78758897 0.26074362 0.64043739 0.06404945 -0.08130149 -0.01989780 0.26074362 0.37532398 0.19273012 0.05771878 0.19150857 0.10514021 0.64043739 0.19273012 0.82167256 0.25021691 0.19171087 -0.24240821 0.06404945 0.05771878 0.25021691 0.29787016 *** 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) = -0.2863791267 Kirchhoff stress -0.23723E-01 -0.15854E-01 -0.89373E-01 -0.15854E-01 0.23159E-01 -0.10928E-01 -0.89373E-01 -0.10928E-01 -0.10803E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84857538 0.62693329 1.14419190 -0.08237449 0.18621816 0.20047283 0.62693329 0.96451197 0.60797933 -0.02417118 0.11320067 -0.24256533 1.14419190 0.60797933 1.82916932 0.27591541 0.65733847 0.08619344 -0.08237449 -0.02417118 0.27591541 0.37191090 0.19994442 0.06515408 0.18621816 0.11320067 0.65733847 0.19994442 0.82375062 0.26501609 0.20047283 -0.24256533 0.08619344 0.06515408 0.26501609 0.30427935 *** 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) = -0.2857562419 Kirchhoff stress -0.23417E-01 -0.16866E-01 -0.91393E-01 -0.16866E-01 0.22984E-01 -0.14054E-01 -0.91393E-01 -0.14054E-01 -0.11353E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84190171 0.62148082 1.14505248 -0.08335261 0.17996372 0.20896141 0.62148082 0.95603129 0.61587779 -0.02847436 0.12141524 -0.24195108 1.14505248 0.61587779 1.87031718 0.29101371 0.67286604 0.10934581 -0.08335261 -0.02847436 0.29101371 0.36869410 0.20682572 0.07286053 0.17996372 0.12141524 0.67286604 0.20682572 0.82462467 0.27976331 0.20896141 -0.24195108 0.10934581 0.07286053 0.27976331 0.31166887 *** 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) = -0.2851386879 Kirchhoff stress -0.23009E-01 -0.17895E-01 -0.93223E-01 -0.17895E-01 0.22672E-01 -0.17331E-01 -0.93223E-01 -0.17331E-01 -0.11897E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83547439 0.61633321 1.14465996 -0.08422525 0.17278210 0.21716523 0.61633321 0.94773862 0.62493725 -0.03262470 0.12986251 -0.24026943 1.14465996 0.62493725 1.91093999 0.30603978 0.68697825 0.13355404 -0.08422525 -0.03262470 0.30603978 0.36573426 0.21337032 0.08091712 0.17278210 0.12986251 0.68697825 0.21337032 0.82429818 0.29446054 0.21716523 -0.24026943 0.13355404 0.08091712 0.29446054 0.32022306 *** 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) = -0.2845372010 Kirchhoff stress -0.22488E-01 -0.18904E-01 -0.94833E-01 -0.18904E-01 0.22304E-01 -0.20691E-01 -0.94833E-01 -0.20691E-01 -0.12428E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82931875 0.61138903 1.14296056 -0.08504150 0.16468245 0.22496027 0.61138903 0.93883049 0.63474222 -0.03690688 0.13829804 -0.23809854 1.14296056 0.63474222 1.95069089 0.32077881 0.69950859 0.15845903 -0.08504150 -0.03690688 0.32077881 0.36291997 0.21946027 0.08907843 0.16468245 0.13829804 0.69950859 0.21946027 0.82271435 0.30889257 0.22496027 -0.23809854 0.15845903 0.08907843 0.30889257 0.32952576 *** 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) = -0.2839502156 Kirchhoff stress -0.21861E-01 -0.19905E-01 -0.96225E-01 -0.19905E-01 0.21836E-01 -0.24149E-01 -0.96225E-01 -0.24149E-01 -0.12946E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82347786 0.60671553 1.13997512 -0.08578765 0.15571373 0.23234160 0.60671553 0.92977119 0.64547416 -0.04113384 0.14680476 -0.23513558 1.13997512 0.64547416 1.98947897 0.33523541 0.71042854 0.18410182 -0.08578765 -0.04113384 0.33523541 0.36031105 0.22509830 0.09742687 0.15571373 0.14680476 0.71042854 0.22509830 0.81989118 0.32306431 0.23234160 -0.23513558 0.18410182 0.09742687 0.32306431 0.33976086 *** 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) = -0.2833803233 Kirchhoff stress -0.21130E-01 -0.20890E-01 -0.97390E-01 -0.20890E-01 0.21271E-01 -0.27692E-01 -0.97390E-01 -0.27692E-01 -0.13448E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81799505 0.60232334 1.13571162 -0.08646653 0.14592015 0.23926694 0.60232334 0.92062072 0.65710724 -0.04527257 0.15535088 -0.23137733 1.13571162 0.65710724 2.02713366 0.34933952 0.71967630 0.21038205 -0.08646653 -0.04527257 0.34933952 0.35791017 0.23024912 0.10592940 0.14592015 0.15535088 0.71967630 0.23024912 0.81583339 0.33690548 0.23926694 -0.23137733 0.21038205 0.10592940 0.33690548 0.35090335 *** 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) = -0.2828262624 Kirchhoff stress -0.20298E-01 -0.21860E-01 -0.98322E-01 -0.21860E-01 0.20545E-01 -0.31306E-01 -0.98322E-01 -0.31306E-01 -0.13933E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81290403 0.59822030 1.13018857 -0.08708366 0.13535289 0.24569723 0.59822030 0.91244797 0.66960912 -0.04921903 0.16390368 -0.22682465 1.13018857 0.66960912 2.06349652 0.36302308 0.72720200 0.23719626 -0.08708366 -0.04921903 0.36302308 0.35571866 0.23488050 0.11455189 0.13535289 0.16390368 0.72720200 0.23488050 0.81055579 0.35034775 0.24569723 -0.22682465 0.23719626 0.11455189 0.35034775 0.36292275 *** 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) = -0.2822984342 Kirchhoff stress -0.19366E-01 -0.22797E-01 -0.99015E-01 -0.22797E-01 0.19788E-01 -0.34976E-01 -0.99015E-01 -0.34976E-01 -0.14398E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80824231 0.59439732 1.12342379 -0.08764276 0.12406266 0.25159384 0.59439732 0.90316924 0.68294680 -0.05312857 0.17242720 -0.22147924 1.12342379 0.68294680 2.09839206 0.37621485 0.73295268 0.26443123 -0.08764276 -0.05312857 0.37621485 0.35371799 0.23896059 0.12325593 0.12406266 0.17242720 0.73295268 0.23896059 0.80407321 0.36331909 0.25159384 -0.22147924 0.26443123 0.12325593 0.36331909 0.37578345 *** 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) = -0.2817994061 Kirchhoff stress -0.18297E-01 -0.23685E-01 -0.99436E-01 -0.23685E-01 0.18941E-01 -0.38676E-01 -0.99436E-01 -0.38676E-01 -0.14839E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80361316 0.59079933 1.11523833 -0.08831183 0.11180411 0.25680601 0.59079933 0.89393375 0.69704764 -0.05690804 0.18083987 -0.21536400 1.11523833 0.69704764 2.13157071 0.38876530 0.73674370 0.29191656 -0.08831183 -0.05690804 0.38876530 0.35184671 0.24234492 0.13195737 0.11180411 0.18083987 0.73674370 0.24234492 0.79620174 0.37566911 0.25680601 -0.21536400 0.29191656 0.13195737 0.37566911 0.38941391 *** 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) = -0.2813232313 Kirchhoff stress -0.17177E-01 -0.24550E-01 -0.99636E-01 -0.24550E-01 0.17995E-01 -0.42410E-01 -0.99636E-01 -0.42410E-01 -0.15258E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79990591 0.58754503 1.10607104 -0.08876566 0.09922969 0.26152608 0.58754503 0.88480506 0.71191987 -0.06049413 0.18918555 -0.20845854 1.10607104 0.71191987 2.16305237 0.40076014 0.73881929 0.31963572 -0.08876566 -0.06049413 0.40076014 0.35021839 0.24523252 0.14069850 0.09922969 0.18918555 0.73881929 0.24523252 0.78737843 0.38748344 0.26152608 -0.20845854 0.31963572 0.14069850 0.38748344 0.40382235 *** 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) = -0.2808761453 Kirchhoff stress -0.15972E-01 -0.25370E-01 -0.99588E-01 -0.25370E-01 0.16959E-01 -0.46153E-01 -0.99588E-01 -0.46153E-01 -0.15652E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79673270 0.58457713 1.09577539 -0.08915851 0.08611885 0.26562138 0.58457713 0.87582987 0.72748928 -0.06389093 0.19738667 -0.20078862 1.09577539 0.72748928 2.19262068 0.41206487 0.73903557 0.34742245 -0.08915851 -0.06389093 0.41206487 0.34876908 0.24749668 0.14939849 0.08611885 0.19738667 0.73903557 0.24749668 0.77745217 0.39862643 0.26562138 -0.20078862 0.34742245 0.14939849 0.39862643 0.41893374 *** 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) = -0.2804562166 Kirchhoff stress -0.14710E-01 -0.26169E-01 -0.99279E-01 -0.26169E-01 0.15799E-01 -0.49875E-01 -0.99279E-01 -0.49875E-01 -0.16018E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79425656 0.58211328 1.08441984 -0.08931183 0.07246987 0.26898659 0.58211328 0.86741754 0.74374140 -0.06680223 0.20529852 -0.19250177 1.08441984 0.74374140 2.22011802 0.42264836 0.73735486 0.37512718 -0.08931183 -0.06680223 0.42264836 0.34771176 0.24903764 0.15790945 0.07246987 0.20529852 0.73735486 0.24903764 0.76648829 0.40906697 0.26898659 -0.19250177 0.37512718 0.15790945 0.40906697 0.43473365 *** 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) = -0.2800818045 Kirchhoff stress -0.13298E-01 -0.26843E-01 -0.98691E-01 -0.26843E-01 0.14625E-01 -0.53557E-01 -0.98691E-01 -0.53557E-01 -0.16350E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79181379 0.57944199 1.07179631 -0.08990308 0.05825724 0.27159487 0.57944199 0.85873489 0.76041663 -0.06999358 0.21295487 -0.18345910 1.07179631 0.76041663 2.24493159 0.43222983 0.73350708 0.40245146 -0.08990308 -0.06999358 0.43222983 0.34632685 0.24983455 0.16626155 0.05825724 0.21295487 0.73350708 0.24983455 0.75427282 0.41852070 0.27159487 -0.18345910 0.40245146 0.16626155 0.41852070 0.45095877 *** 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) = -0.2797303464 Kirchhoff stress -0.11883E-01 -0.27473E-01 -0.97894E-01 -0.27473E-01 0.13289E-01 -0.57225E-01 -0.97894E-01 -0.57225E-01 -0.16655E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79042365 0.57742995 1.05842344 -0.09014615 0.04394428 0.27369269 0.57742995 0.85129334 0.77770763 -0.07310033 0.22046556 -0.17361983 1.05842344 0.77770763 2.26790902 0.44109448 0.72809027 0.42966541 -0.09014615 -0.07310033 0.44109448 0.34548056 0.25013993 0.17456276 0.04394428 0.22046556 0.72809027 0.25013993 0.74132438 0.42727407 0.27369269 -0.17361983 0.42966541 0.17456276 0.42727407 0.46780478 *** 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) = -0.2794197409 Kirchhoff stress -0.10398E-01 -0.28061E-01 -0.96851E-01 -0.28061E-01 0.11939E-01 -0.60836E-01 -0.96851E-01 -0.60836E-01 -0.16928E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78964729 0.57554614 1.04415136 -0.09024265 0.02937177 0.27509881 0.57554614 0.84337142 0.79544139 -0.07563901 0.22766358 -0.16310733 1.04415136 0.79544139 2.28845340 0.44903865 0.72081739 0.45643450 -0.09024265 -0.07563901 0.44903865 0.34463432 0.24977723 0.18264149 0.02937177 0.22766358 0.72081739 0.24977723 0.72748871 0.43512292 0.27509881 -0.16310733 0.45643450 0.18264149 0.43512292 0.48509420 *** 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) = -0.2791473007 Kirchhoff stress -0.88628E-02 -0.28580E-01 -0.95566E-01 -0.28580E-01 0.10522E-01 -0.64372E-01 -0.95566E-01 -0.64372E-01 -0.17168E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78951331 0.57392575 1.02905435 -0.09024237 0.01461314 0.27580998 0.57392575 0.83584113 0.81354334 -0.07795216 0.23450774 -0.15195374 1.02905435 0.81354334 2.30647234 0.45601971 0.71172021 0.48263702 -0.09024237 -0.07795216 0.45601971 0.34392076 0.24874837 0.19045321 0.01461314 0.23450774 0.71172021 0.24874837 0.71283716 0.44202316 0.27580998 -0.15195374 0.48263702 0.19045321 0.44202316 0.50275262 *** 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) = -0.2789143544 Kirchhoff stress -0.72847E-02 -0.29026E-01 -0.94046E-01 -0.29026E-01 0.90469E-02 -0.67817E-01 -0.94046E-01 -0.67817E-01 -0.17373E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79003553 0.57256443 1.01320955 -0.09013390 -0.00025811 0.27582569 0.57256443 0.82874874 0.83193699 -0.08004044 0.24095644 -0.14019469 1.01320955 0.83193699 2.32187775 0.46199639 0.70083843 0.50814648 -0.09013390 -0.08004044 0.46199639 0.34333229 0.24705774 0.19795269 -0.00025811 0.24095644 0.70083843 0.24705774 0.69744427 0.44793280 0.27582569 -0.14019469 0.50814648 0.19795269 0.44793280 0.52070256 *** 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) = -0.2787220421 Kirchhoff stress -0.56725E-02 -0.29395E-01 -0.92296E-01 -0.29395E-01 0.75193E-02 -0.71155E-01 -0.92296E-01 -0.71155E-01 -0.17542E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79122613 0.57145890 0.99669892 -0.08990350 -0.01516837 0.27515060 0.57145890 0.82213609 0.85054061 -0.08190340 0.24697055 -0.12787248 0.99669892 0.85054061 2.33459878 0.46693481 0.68822115 0.53284236 -0.08990350 -0.08190340 0.46693481 0.34286288 0.24471471 0.20509708 -0.01516837 0.24697055 0.68822115 0.24471471 0.68138973 0.45281729 0.27515060 -0.12787248 0.53284236 0.20509708 0.45281729 0.53886142 *** 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) = -0.2785713073 Kirchhoff stress -0.40349E-02 -0.29685E-01 -0.90324E-01 -0.29685E-01 0.59472E-02 -0.74370E-01 -0.90324E-01 -0.74370E-01 -0.17674E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79307889 0.57060268 0.97960026 -0.08954198 -0.03004956 0.27379119 0.57060268 0.81603693 0.86926647 -0.08354893 0.25250893 -0.11503333 0.97960026 0.86926647 2.34455119 0.47080088 0.67391529 0.55659624 -0.08954198 -0.08354893 0.47080088 0.34250381 0.24173034 0.21184147 -0.03004956 0.25250893 0.67391529 0.24173034 0.66474938 0.45664200 0.27379119 -0.11503333 0.55659624 0.21184147 0.45664200 0.55714074 *** 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) = -0.2784590978 Kirchhoff stress -0.23298E-02 -0.29879E-01 -0.88135E-01 -0.29879E-01 0.42811E-02 -0.77500E-01 -0.88135E-01 -0.77500E-01 -0.17774E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79469014 0.57004253 0.96200520 -0.08892298 -0.04459041 0.27178871 0.57004253 0.81101881 0.88843202 -0.08516556 0.25738370 -0.10129231 0.96200520 0.88843202 2.35226159 0.47343003 0.65783813 0.57974049 -0.08892298 -0.08516556 0.47343003 0.34229999 0.23815120 0.21799421 -0.04459041 0.25738370 0.65783813 0.23815120 0.64761260 0.45924144 0.27178871 -0.10129231 0.57974049 0.21799421 0.45924144 0.57585947 *** 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) = -0.2783943433 Kirchhoff stress -0.66550E-03 -0.30006E-01 -0.85751E-01 -0.30006E-01 0.26489E-02 -0.80420E-01 -0.85751E-01 -0.80420E-01 -0.17831E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79782649 0.56967747 0.94399912 -0.08825096 -0.05918359 0.26910663 0.56967747 0.80600799 0.90712163 -0.08638395 0.26187771 -0.08759757 0.94399912 0.90712163 2.35654766 0.47510945 0.64040179 0.60125714 -0.08825096 -0.08638395 0.47510945 0.34214919 0.23394315 0.22383418 -0.05918359 0.26187771 0.64040179 0.23394315 0.63006453 0.46090349 0.26910663 -0.08759757 0.60125714 0.22383418 0.46090349 0.59409753 *** 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) = -0.2783727225 Kirchhoff stress 0.99707E-03 -0.30048E-01 -0.83175E-01 -0.30048E-01 0.99707E-03 -0.83175E-01 -0.83175E-01 -0.83175E-01 -0.17850E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80160441 0.56955590 0.92567434 -0.08740914 -0.07354080 0.26579461 0.56955590 0.80160441 0.92567434 -0.08740914 0.26579461 -0.07354080 0.92567434 0.92567434 2.35797834 0.47567010 0.62151044 0.62151044 -0.08740914 -0.08740914 0.47567010 0.34209912 0.22916109 0.22916109 -0.07354080 0.26579461 0.62151044 0.22916109 0.61219613 0.46145838 0.26579461 -0.07354080 0.62151044 0.22916109 0.46145838 0.61219613 *** 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) = -0.2783943433 Kirchhoff stress 0.26489E-02 -0.30006E-01 -0.80420E-01 -0.30006E-01 -0.66550E-03 -0.85751E-01 -0.80420E-01 -0.85751E-01 -0.17831E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80600799 0.56967747 0.90712163 -0.08638395 -0.08759757 0.26187771 0.56967747 0.79782649 0.94399912 -0.08825096 0.26910663 -0.05918359 0.90712163 0.94399912 2.35654766 0.47510945 0.60125714 0.64040179 -0.08638395 -0.08825096 0.47510945 0.34214919 0.22383418 0.23394315 -0.08759757 0.26910663 0.60125714 0.22383418 0.59409753 0.46090349 0.26187771 -0.05918359 0.64040179 0.23394315 0.46090349 0.63006453 *** 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) = -0.2784590978 Kirchhoff stress 0.42811E-02 -0.29879E-01 -0.77500E-01 -0.29879E-01 -0.23298E-02 -0.88135E-01 -0.77500E-01 -0.88135E-01 -0.17774E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81101881 0.57004253 0.88843202 -0.08516556 -0.10129231 0.25738370 0.57004253 0.79469014 0.96200520 -0.08892298 0.27178871 -0.04459041 0.88843202 0.96200520 2.35226159 0.47343003 0.57974049 0.65783813 -0.08516556 -0.08892298 0.47343003 0.34229999 0.21799421 0.23815120 -0.10129231 0.27178871 0.57974049 0.21799421 0.57585947 0.45924144 0.25738370 -0.04459041 0.65783813 0.23815120 0.45924144 0.64761260 *** 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) = -0.2785713073 Kirchhoff stress 0.59472E-02 -0.29685E-01 -0.74370E-01 -0.29685E-01 -0.40349E-02 -0.90324E-01 -0.74370E-01 -0.90324E-01 -0.17674E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81603693 0.57060268 0.86926647 -0.08354893 -0.11503333 0.25250893 0.57060268 0.79307889 0.97960026 -0.08954198 0.27379119 -0.03004956 0.86926647 0.97960026 2.34455119 0.47080088 0.55659624 0.67391529 -0.08354893 -0.08954198 0.47080088 0.34250381 0.21184147 0.24173034 -0.11503333 0.27379119 0.55659624 0.21184147 0.55714074 0.45664200 0.25250893 -0.03004956 0.67391529 0.24173034 0.45664200 0.66474938 *** 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) = -0.2787220421 Kirchhoff stress 0.75193E-02 -0.29395E-01 -0.71155E-01 -0.29395E-01 -0.56725E-02 -0.92296E-01 -0.71155E-01 -0.92296E-01 -0.17542E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82213609 0.57145890 0.85054061 -0.08190340 -0.12787248 0.24697055 0.57145890 0.79122613 0.99669892 -0.08990350 0.27515060 -0.01516837 0.85054061 0.99669892 2.33459878 0.46693481 0.53284236 0.68822115 -0.08190340 -0.08990350 0.46693481 0.34286288 0.20509708 0.24471471 -0.12787248 0.27515060 0.53284236 0.20509708 0.53886142 0.45281729 0.24697055 -0.01516837 0.68822115 0.24471471 0.45281729 0.68138973 *** 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) = -0.2789143544 Kirchhoff stress 0.90469E-02 -0.29026E-01 -0.67817E-01 -0.29026E-01 -0.72847E-02 -0.94046E-01 -0.67817E-01 -0.94046E-01 -0.17373E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82874874 0.57256443 0.83193699 -0.08004044 -0.14019469 0.24095644 0.57256443 0.79003553 1.01320955 -0.09013390 0.27582569 -0.00025811 0.83193699 1.01320955 2.32187775 0.46199639 0.50814648 0.70083843 -0.08004044 -0.09013390 0.46199639 0.34333229 0.19795269 0.24705774 -0.14019469 0.27582569 0.50814648 0.19795269 0.52070256 0.44793280 0.24095644 -0.00025811 0.70083843 0.24705774 0.44793280 0.69744427 *** 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) = -0.2791473007 Kirchhoff stress 0.10522E-01 -0.28580E-01 -0.64372E-01 -0.28580E-01 -0.88628E-02 -0.95566E-01 -0.64372E-01 -0.95566E-01 -0.17168E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83584113 0.57392575 0.81354334 -0.07795216 -0.15195374 0.23450774 0.57392575 0.78951331 1.02905435 -0.09024237 0.27580998 0.01461314 0.81354334 1.02905435 2.30647234 0.45601971 0.48263702 0.71172021 -0.07795216 -0.09024237 0.45601971 0.34392076 0.19045321 0.24874837 -0.15195374 0.27580998 0.48263702 0.19045321 0.50275262 0.44202316 0.23450774 0.01461314 0.71172021 0.24874837 0.44202316 0.71283716 *** 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) = -0.2794197409 Kirchhoff stress 0.11939E-01 -0.28061E-01 -0.60836E-01 -0.28061E-01 -0.10398E-01 -0.96851E-01 -0.60836E-01 -0.96851E-01 -0.16928E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84337142 0.57554614 0.79544139 -0.07563901 -0.16310733 0.22766358 0.57554614 0.78964729 1.04415136 -0.09024265 0.27509881 0.02937177 0.79544139 1.04415136 2.28845340 0.44903865 0.45643450 0.72081739 -0.07563901 -0.09024265 0.44903865 0.34463432 0.18264149 0.24977723 -0.16310733 0.27509881 0.45643450 0.18264149 0.48509420 0.43512292 0.22766358 0.02937177 0.72081739 0.24977723 0.43512292 0.72748871 *** 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) = -0.2797303464 Kirchhoff stress 0.13289E-01 -0.27473E-01 -0.57225E-01 -0.27473E-01 -0.11883E-01 -0.97894E-01 -0.57225E-01 -0.97894E-01 -0.16655E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85129334 0.57742995 0.77770763 -0.07310033 -0.17361983 0.22046556 0.57742995 0.79042365 1.05842344 -0.09014615 0.27369269 0.04394428 0.77770763 1.05842344 2.26790902 0.44109448 0.42966541 0.72809027 -0.07310033 -0.09014615 0.44109448 0.34548056 0.17456276 0.25013993 -0.17361983 0.27369269 0.42966541 0.17456276 0.46780478 0.42727407 0.22046556 0.04394428 0.72809027 0.25013993 0.42727407 0.74132438 *** 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) = -0.2800818045 Kirchhoff stress 0.14625E-01 -0.26843E-01 -0.53557E-01 -0.26843E-01 -0.13298E-01 -0.98691E-01 -0.53557E-01 -0.98691E-01 -0.16350E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85873489 0.57944199 0.76041663 -0.06999358 -0.18345910 0.21295487 0.57944199 0.79181379 1.07179631 -0.08990308 0.27159487 0.05825724 0.76041663 1.07179631 2.24493159 0.43222983 0.40245146 0.73350708 -0.06999358 -0.08990308 0.43222983 0.34632685 0.16626155 0.24983455 -0.18345910 0.27159487 0.40245146 0.16626155 0.45095877 0.41852070 0.21295487 0.05825724 0.73350708 0.24983455 0.41852070 0.75427282 *** 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) = -0.2804562166 Kirchhoff stress 0.15799E-01 -0.26169E-01 -0.49875E-01 -0.26169E-01 -0.14710E-01 -0.99279E-01 -0.49875E-01 -0.99279E-01 -0.16018E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86741754 0.58211328 0.74374140 -0.06680223 -0.19250177 0.20529852 0.58211328 0.79425656 1.08441984 -0.08931183 0.26898659 0.07246987 0.74374140 1.08441984 2.22011802 0.42264836 0.37512718 0.73735486 -0.06680223 -0.08931183 0.42264836 0.34771176 0.15790945 0.24903764 -0.19250177 0.26898659 0.37512718 0.15790945 0.43473365 0.40906697 0.20529852 0.07246987 0.73735486 0.24903764 0.40906697 0.76648829 *** 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) = -0.2808761453 Kirchhoff stress 0.16959E-01 -0.25370E-01 -0.46153E-01 -0.25370E-01 -0.15972E-01 -0.99588E-01 -0.46153E-01 -0.99588E-01 -0.15652E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87582987 0.58457713 0.72748928 -0.06389093 -0.20078862 0.19738667 0.58457713 0.79673270 1.09577539 -0.08915851 0.26562138 0.08611885 0.72748928 1.09577539 2.19262068 0.41206487 0.34742245 0.73903557 -0.06389093 -0.08915851 0.41206487 0.34876908 0.14939849 0.24749668 -0.20078862 0.26562138 0.34742245 0.14939849 0.41893374 0.39862643 0.19738667 0.08611885 0.73903557 0.24749668 0.39862643 0.77745217 *** 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) = -0.2813232313 Kirchhoff stress 0.17995E-01 -0.24550E-01 -0.42410E-01 -0.24550E-01 -0.17177E-01 -0.99636E-01 -0.42410E-01 -0.99636E-01 -0.15258E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88480506 0.58754503 0.71191987 -0.06049413 -0.20845854 0.18918555 0.58754503 0.79990591 1.10607104 -0.08876566 0.26152608 0.09922969 0.71191987 1.10607104 2.16305237 0.40076014 0.31963572 0.73881929 -0.06049413 -0.08876566 0.40076014 0.35021839 0.14069850 0.24523252 -0.20845854 0.26152608 0.31963572 0.14069850 0.40382235 0.38748344 0.18918555 0.09922969 0.73881929 0.24523252 0.38748344 0.78737843 *** 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) = -0.2817994061 Kirchhoff stress 0.18941E-01 -0.23685E-01 -0.38676E-01 -0.23685E-01 -0.18297E-01 -0.99436E-01 -0.38676E-01 -0.99436E-01 -0.14839E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89393375 0.59079933 0.69704764 -0.05690804 -0.21536400 0.18083987 0.59079933 0.80361316 1.11523833 -0.08831183 0.25680601 0.11180411 0.69704764 1.11523833 2.13157071 0.38876530 0.29191656 0.73674370 -0.05690804 -0.08831183 0.38876530 0.35184671 0.13195737 0.24234492 -0.21536400 0.25680601 0.29191656 0.13195737 0.38941391 0.37566911 0.18083987 0.11180411 0.73674370 0.24234492 0.37566911 0.79620174 *** 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) = -0.2822984342 Kirchhoff stress 0.19788E-01 -0.22797E-01 -0.34976E-01 -0.22797E-01 -0.19366E-01 -0.99015E-01 -0.34976E-01 -0.99015E-01 -0.14398E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90316924 0.59439732 0.68294680 -0.05312857 -0.22147924 0.17242720 0.59439732 0.80824231 1.12342379 -0.08764276 0.25159384 0.12406266 0.68294680 1.12342379 2.09839206 0.37621485 0.26443123 0.73295268 -0.05312857 -0.08764276 0.37621485 0.35371799 0.12325593 0.23896059 -0.22147924 0.25159384 0.26443123 0.12325593 0.37578345 0.36331909 0.17242720 0.12406266 0.73295268 0.23896059 0.36331909 0.80407321 *** 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) = -0.2828262624 Kirchhoff stress 0.20545E-01 -0.21860E-01 -0.31306E-01 -0.21860E-01 -0.20298E-01 -0.98322E-01 -0.31306E-01 -0.98322E-01 -0.13933E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91244797 0.59822030 0.66960912 -0.04921903 -0.22682465 0.16390368 0.59822030 0.81290403 1.13018857 -0.08708366 0.24569723 0.13535289 0.66960912 1.13018857 2.06349652 0.36302308 0.23719626 0.72720200 -0.04921903 -0.08708366 0.36302308 0.35571866 0.11455189 0.23488050 -0.22682465 0.24569723 0.23719626 0.11455189 0.36292275 0.35034775 0.16390368 0.13535289 0.72720200 0.23488050 0.35034775 0.81055579 *** 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) = -0.2833803233 Kirchhoff stress 0.21271E-01 -0.20890E-01 -0.27692E-01 -0.20890E-01 -0.21130E-01 -0.97390E-01 -0.27692E-01 -0.97390E-01 -0.13448E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92062072 0.60232334 0.65710724 -0.04527257 -0.23137733 0.15535088 0.60232334 0.81799505 1.13571162 -0.08646653 0.23926694 0.14592015 0.65710724 1.13571162 2.02713366 0.34933952 0.21038205 0.71967630 -0.04527257 -0.08646653 0.34933952 0.35791017 0.10592940 0.23024912 -0.23137733 0.23926694 0.21038205 0.10592940 0.35090335 0.33690548 0.15535088 0.14592015 0.71967630 0.23024912 0.33690548 0.81583339 *** 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) = -0.2839502156 Kirchhoff stress 0.21836E-01 -0.19905E-01 -0.24149E-01 -0.19905E-01 -0.21861E-01 -0.96225E-01 -0.24149E-01 -0.96225E-01 -0.12946E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92977119 0.60671553 0.64547416 -0.04113384 -0.23513558 0.14680476 0.60671553 0.82347786 1.13997512 -0.08578765 0.23234160 0.15571373 0.64547416 1.13997512 1.98947897 0.33523541 0.18410182 0.71042854 -0.04113384 -0.08578765 0.33523541 0.36031105 0.09742687 0.22509830 -0.23513558 0.23234160 0.18410182 0.09742687 0.33976086 0.32306431 0.14680476 0.15571373 0.71042854 0.22509830 0.32306431 0.81989118 *** 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) = -0.2845372010 Kirchhoff stress 0.22304E-01 -0.18904E-01 -0.20691E-01 -0.18904E-01 -0.22488E-01 -0.94833E-01 -0.20691E-01 -0.94833E-01 -0.12428E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93883049 0.61138903 0.63474222 -0.03690688 -0.23809854 0.13829804 0.61138903 0.82931875 1.14296056 -0.08504150 0.22496027 0.16468245 0.63474222 1.14296056 1.95069089 0.32077881 0.15845903 0.69950859 -0.03690688 -0.08504150 0.32077881 0.36291997 0.08907843 0.21946027 -0.23809854 0.22496027 0.15845903 0.08907843 0.32952576 0.30889257 0.13829804 0.16468245 0.69950859 0.21946027 0.30889257 0.82271435 *** 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) = -0.2851386879 Kirchhoff stress 0.22672E-01 -0.17895E-01 -0.17331E-01 -0.17895E-01 -0.23009E-01 -0.93223E-01 -0.17331E-01 -0.93223E-01 -0.11897E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94773862 0.61633321 0.62493725 -0.03262470 -0.24026943 0.12986251 0.61633321 0.83547439 1.14465996 -0.08422525 0.21716523 0.17278210 0.62493725 1.14465996 1.91093999 0.30603978 0.13355404 0.68697825 -0.03262470 -0.08422525 0.30603978 0.36573426 0.08091712 0.21337032 -0.24026943 0.21716523 0.13355404 0.08091712 0.32022306 0.29446054 0.12986251 0.17278210 0.68697825 0.21337032 0.29446054 0.82429818 *** 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) = -0.2857562419 Kirchhoff stress 0.22984E-01 -0.16866E-01 -0.14054E-01 -0.16866E-01 -0.23417E-01 -0.91393E-01 -0.14054E-01 -0.91393E-01 -0.11353E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95603129 0.62148082 0.61587779 -0.02847436 -0.24195108 0.12141524 0.62148082 0.84190171 1.14505248 -0.08335261 0.20896141 0.17996372 0.61587779 1.14505248 1.87031718 0.29101371 0.10934581 0.67286604 -0.02847436 -0.08335261 0.29101371 0.36869410 0.07286053 0.20682572 -0.24195108 0.20896141 0.10934581 0.07286053 0.31166887 0.27976331 0.12141524 0.17996372 0.67286604 0.20682572 0.27976331 0.82462467 *** 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) = -0.2863791267 Kirchhoff stress 0.23159E-01 -0.15854E-01 -0.10928E-01 -0.15854E-01 -0.23723E-01 -0.89373E-01 -0.10928E-01 -0.89373E-01 -0.10803E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96451197 0.62693329 0.60797933 -0.02417118 -0.24256533 0.11320067 0.62693329 0.84857538 1.14419190 -0.08237449 0.20047283 0.18621816 0.60797933 1.14419190 1.82916932 0.27591541 0.08619344 0.65733847 -0.02417118 -0.08237449 0.27591541 0.37191090 0.06515408 0.19994442 -0.24256533 0.20047283 0.08619344 0.06515408 0.30427935 0.26501609 0.11320067 0.18621816 0.65733847 0.19994442 0.26501609 0.82375062 *** 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) = -0.2870086283 Kirchhoff stress 0.23239E-01 -0.14849E-01 -0.79369E-02 -0.14849E-01 -0.23922E-01 -0.87162E-01 -0.79369E-02 -0.87162E-01 -0.10247E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97272438 0.63262190 0.60106062 -0.01989780 -0.24240821 0.10514021 0.63262190 0.85545411 1.14207251 -0.08130149 0.19171087 0.19150857 0.60106062 1.14207251 1.78758897 0.26074362 0.06404945 0.64043739 -0.01989780 -0.08130149 0.26074362 0.37532398 0.05771878 0.19273012 -0.24240821 0.19171087 0.06404945 0.05771878 0.29787016 0.25021691 0.10514021 0.19150857 0.64043739 0.19273012 0.25021691 0.82167256 *** 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) = -0.2876421208 Kirchhoff stress 0.23225E-01 -0.13855E-01 -0.50912E-02 -0.13855E-01 -0.24016E-01 -0.84774E-01 -0.50912E-02 -0.84774E-01 -0.96866E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98064046 0.63853079 0.59513236 -0.01568265 -0.24148854 0.09725660 0.63853079 0.86249704 1.13871583 -0.08012352 0.18272459 0.19581319 0.59513236 1.13871583 1.74575135 0.24556474 0.04299218 0.62225055 -0.01568265 -0.08012352 0.24556474 0.37892643 0.05057674 0.18522471 -0.24148854 0.18272459 0.04299218 0.05057674 0.29244963 0.23543150 0.09725660 0.19581319 0.62225055 0.18522471 0.23543150 0.81841399 *** 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) = -0.2882892819 Kirchhoff stress 0.23232E-01 -0.12847E-01 -0.23445E-02 -0.12847E-01 -0.23973E-01 -0.82193E-01 -0.23445E-02 -0.82193E-01 -0.91195E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98689057 0.64436469 0.58991025 -0.01174988 -0.24031017 0.08943821 0.64436469 0.86951239 1.13403653 -0.07903049 0.17342779 0.19901765 0.58991025 1.13403653 1.70332676 0.23029949 0.02276455 0.60265856 -0.01174988 -0.07903049 0.23029949 0.38242968 0.04361434 0.17733380 -0.24031017 0.17342779 0.02276455 0.04361434 0.28772757 0.22057903 0.08943821 0.19901765 0.60265856 0.17733380 0.22057903 0.81389023 *** 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) = -0.2889235487 Kirchhoff stress 0.23045E-01 -0.11891E-01 0.18363E-03 -0.11891E-01 -0.23859E-01 -0.79482E-01 0.18363E-03 -0.79482E-01 -0.85582E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99404064 0.65064326 0.58596770 -0.00773920 -0.23792655 0.08197096 0.65064326 0.87677029 1.12828202 -0.07762750 0.16413203 0.20130002 0.58596770 1.12828202 1.66146546 0.21529118 0.00407685 0.58216218 -0.00773920 -0.07762750 0.21529118 0.38636730 0.03711735 0.16936418 -0.23792655 0.16413203 0.00407685 0.03711735 0.28428050 0.20600283 0.08197096 0.20130002 0.58216218 0.16936418 0.20600283 0.80835158 *** 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) = -0.2895541416 Kirchhoff stress 0.22772E-01 -0.10959E-01 0.25396E-02 -0.10959E-01 -0.23646E-01 -0.76629E-01 0.25396E-02 -0.76629E-01 -0.79999E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00079961 0.65707490 0.58302195 -0.00387969 -0.23482208 0.07474007 0.65707490 0.88409540 1.12139749 -0.07609079 0.15476062 0.20257275 0.58302195 1.12139749 1.61986709 0.20046393 -0.01333008 0.56067434 -0.00387969 -0.07609079 0.20046393 0.39045479 0.03096789 0.16123130 -0.23482208 0.15476062 -0.01333008 0.03096789 0.28181933 0.19162493 0.07474007 0.20257275 0.56067434 0.16123130 0.19162493 0.80174300 *** 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) = -0.2901748848 Kirchhoff stress 0.22416E-01 -0.10047E-01 0.47185E-02 -0.10047E-01 -0.23391E-01 -0.73663E-01 0.47185E-02 -0.73663E-01 -0.74470E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00714084 0.66365009 0.58106886 -0.00020457 -0.23101482 0.06776604 0.66365009 0.89229398 1.11348240 -0.07454304 0.14532151 0.20306732 0.58106886 1.11348240 1.57867661 0.18586006 -0.02941412 0.53829900 -0.00020457 -0.07454304 0.18586006 0.39469296 0.02518382 0.15293650 -0.23101482 0.14532151 -0.02941412 0.02518382 0.28033612 0.17748571 0.06776604 0.20306732 0.53829900 0.15293650 0.17748571 0.79416514 *** 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) = -0.2907911528 Kirchhoff stress 0.21983E-01 -0.91752E-02 0.67091E-02 -0.91752E-02 -0.22985E-01 -0.70565E-01 0.67091E-02 -0.70565E-01 -0.69009E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01305631 0.67030653 0.58009828 0.00327166 -0.22652044 0.06105274 0.67030653 0.89958712 1.10445010 -0.07270910 0.13593715 0.20229661 0.58009828 1.10445010 1.53804739 0.17155507 -0.04412417 0.51510205 0.00327166 -0.07270910 0.17155507 0.39902692 0.01976488 0.14459605 -0.22652044 0.13593715 -0.04412417 0.01976488 0.27981719 0.16365907 0.06105274 0.20229661 0.51510205 0.14459605 0.16365907 0.78552864 *** 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) = -0.2913965401 Kirchhoff stress 0.21478E-01 -0.83370E-02 0.85083E-02 -0.83370E-02 -0.22488E-01 -0.67364E-01 0.85083E-02 -0.67364E-01 -0.63638E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03041661 0.68990826 0.59423238 0.00675243 -0.22173619 0.05648921 0.68990826 0.92079983 1.10971825 -0.07045587 0.12620189 0.20256357 0.59423238 1.10971825 1.51490325 0.15787861 -0.05787458 0.49343541 0.00675243 -0.07045587 0.15787861 0.40344876 0.01471778 0.13625021 -0.22173619 0.12620189 -0.05787458 0.01471778 0.28026089 0.15012338 0.05648921 0.20256357 0.49343541 0.13625021 0.15012338 0.77625522 *** 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) = -0.2919887958 Kirchhoff stress 0.20915E-01 -0.75346E-02 0.10111E-01 -0.75346E-02 -0.21892E-01 -0.64074E-01 0.10111E-01 -0.64074E-01 -0.58364E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03599773 0.69731597 0.59578970 0.00972298 -0.21597430 0.05035658 0.69731597 0.92867941 1.09935997 -0.06831251 0.11691672 0.19983721 0.59578970 1.09935997 1.47631943 0.14428025 -0.06979461 0.46893126 0.00972298 -0.06831251 0.14428025 0.40790373 0.01006497 0.12785152 -0.21597430 0.11691672 -0.06979461 0.01006497 0.28160707 0.13703208 0.05035658 0.19983721 0.46893126 0.12785152 0.13703208 0.76576109 *** 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) = -0.2925700195 Kirchhoff stress 0.20309E-01 -0.67943E-02 0.11536E-01 -0.67943E-02 -0.21193E-01 -0.60732E-01 0.11536E-01 -0.60732E-01 -0.53201E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04095990 0.70456540 0.59815628 0.01255369 -0.20971070 0.04464340 0.70456540 0.93633282 1.08798217 -0.06586195 0.10765136 0.19627758 0.59815628 1.08798217 1.43860827 0.13123108 -0.08035246 0.44403438 0.01255369 -0.06586195 0.13123108 0.41225462 0.00593607 0.11935166 -0.20971070 0.10765136 -0.08035246 0.00593607 0.28375145 0.12449947 0.04464340 0.19627758 0.44403438 0.11935166 0.12449947 0.75432844 *** 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) = -0.2931298685 Kirchhoff stress 0.19618E-01 -0.60704E-02 0.12736E-01 -0.60704E-02 -0.20441E-01 -0.57309E-01 0.12736E-01 -0.57309E-01 -0.48209E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04557250 0.71189836 0.60154902 0.01494271 -0.20270761 0.03910278 0.71189836 0.94401652 1.07588168 -0.06338319 0.09870308 0.19165765 0.60154902 1.07588168 1.40210440 0.11853934 -0.08931342 0.41863746 0.01494271 -0.06338319 0.11853934 0.41675660 0.00207740 0.11104333 -0.20270761 0.09870308 -0.08931342 0.00207740 0.28690944 0.11232917 0.03910278 0.19165765 0.41863746 0.11104333 0.11232917 0.74225508 *** 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) = -0.2936704271 Kirchhoff stress 0.18866E-01 -0.53871E-02 0.13731E-01 -0.53871E-02 -0.19620E-01 -0.53840E-01 0.13731E-01 -0.53840E-01 -0.43384E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04969643 0.71913755 0.60583669 0.01701000 -0.19510971 0.03386905 0.71913755 0.95157388 1.06301061 -0.06073771 0.08998477 0.18613628 0.60583669 1.06301061 1.36684207 0.10635681 -0.09676530 0.39294803 0.01701000 -0.06073771 0.10635681 0.42124332 -0.00138274 0.10283357 -0.19510971 0.08998477 -0.09676530 -0.00138274 0.29094613 0.10067029 0.03386905 0.18613628 0.39294803 0.10283357 0.10067029 0.72949102 *** 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) = -0.2941898398 Kirchhoff stress 0.18059E-01 -0.47453E-02 0.14519E-01 -0.47453E-02 -0.18734E-01 -0.50338E-01 0.14519E-01 -0.50338E-01 -0.38745E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05332939 0.72624251 0.61099905 0.01874056 -0.18693877 0.02895068 0.72624251 0.95898562 1.04943493 -0.05792714 0.08153172 0.17974915 0.61099905 1.04943493 1.33294895 0.09471782 -0.10269870 0.36706563 0.01874056 -0.05792714 0.09471782 0.42568565 -0.00444310 0.09475307 -0.18693877 0.08153172 -0.10269870 -0.00444310 0.29583830 0.08955356 0.02895068 0.17974915 0.36706563 0.09475307 0.08955356 0.71610015 *** 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) = -0.2946825450 Kirchhoff stress 0.17199E-01 -0.41504E-02 0.15098E-01 -0.41504E-02 -0.17850E-01 -0.46816E-01 0.15098E-01 -0.46816E-01 -0.34307E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05647222 0.73317826 0.61701691 0.02012227 -0.17821520 0.02435564 0.73317826 0.96726888 1.03522127 -0.05487168 0.07337665 0.17253641 0.61701691 1.03522127 1.30053653 0.08365345 -0.10710811 0.34108937 0.02012227 -0.05487168 0.08365345 0.43006073 -0.00710364 0.08683057 -0.17821520 0.07337665 -0.10710811 -0.00710364 0.30156341 0.07900647 0.02435564 0.17253641 0.34108937 0.08683057 0.07900647 0.70214752 *** 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) = -0.2951548141 Kirchhoff stress 0.16289E-01 -0.35921E-02 0.15469E-01 -0.35921E-02 -0.16846E-01 -0.43289E-01 0.15469E-01 -0.43289E-01 -0.30086E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05912861 0.73989345 0.62386645 0.02114756 -0.16896350 0.02009191 0.73989345 0.97427141 1.02043920 -0.05175552 0.06554883 0.16453971 0.62386645 1.02043920 1.26971013 0.07319212 -0.10999510 0.31511356 0.02114756 -0.05175552 0.07319212 0.43432557 -0.00936480 0.07909230 -0.16896350 0.06554883 -0.10999510 -0.00936480 0.30809563 0.06905329 0.02009191 0.16453971 0.31511356 0.07909230 0.06905329 0.68769679 *** 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) = -0.2956009864 Kirchhoff stress 0.15334E-01 -0.30759E-02 0.15632E-01 -0.30759E-02 -0.15792E-01 -0.39769E-01 0.15632E-01 -0.39769E-01 -0.26095E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06130162 0.74635338 0.63152553 0.02180807 -0.15920686 0.01616756 0.74635338 0.98108701 1.00516106 -0.04849168 0.05807591 0.15580900 0.63152553 1.00516106 1.24058070 0.06335977 -0.11136273 0.28923712 0.02180807 -0.04849168 0.06335977 0.43845679 -0.01122764 0.07156344 -0.15920686 0.05807591 -0.11136273 -0.01122764 0.31540979 0.05971616 0.01616756 0.15580900 0.28923712 0.07156344 0.05971616 0.67281757 *** 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) = -0.2960196369 Kirchhoff stress 0.14337E-01 -0.26018E-02 0.15588E-01 -0.26018E-02 -0.14695E-01 -0.36268E-01 0.15588E-01 -0.36268E-01 -0.22348E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06299917 0.75251950 0.63996940 0.02210208 -0.14897123 0.01259056 0.75251950 0.98769916 0.98945310 -0.04509120 0.05098110 0.14639039 0.63996940 0.98945310 1.21323450 0.05417861 -0.11122111 0.26354838 0.02210208 -0.04509120 0.05417861 0.44242553 -0.01269379 0.06426564 -0.14897123 0.05098110 -0.11122111 -0.01269379 0.32347884 0.05101335 0.01259056 0.14639039 0.26354838 0.06426564 0.05101335 0.65757153 *** 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) = -0.2964094506 Kirchhoff stress 0.13300E-01 -0.21692E-02 0.15338E-01 -0.21692E-02 -0.13559E-01 -0.32800E-01 0.15338E-01 -0.32800E-01 -0.18857E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06422678 0.75835134 0.64917399 0.02202620 -0.13828188 0.00936876 0.75835134 0.99410782 0.97338914 -0.04156804 0.04428578 0.13633873 0.64917399 0.97338914 1.18776953 0.04566911 -0.10958123 0.23814043 0.02202620 -0.04156804 0.04566911 0.44620045 -0.01376545 0.05721955 -0.13828188 0.04428578 -0.10958123 -0.01376545 0.33227673 0.04296141 0.00936876 0.13633873 0.23814043 0.05721955 0.04296141 0.64202739 *** 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) = -0.2967651796 Kirchhoff stress 0.12203E-01 -0.18071E-02 0.14895E-01 -0.18071E-02 -0.12427E-01 -0.29362E-01 0.14895E-01 -0.29362E-01 -0.15637E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06513982 0.76404092 0.65914265 0.02176623 -0.12722774 0.00643038 0.76404092 1.00065473 0.95707843 -0.03764967 0.03790561 0.12557313 0.65914265 0.95707843 1.16426320 0.03788387 -0.10647199 0.21307776 0.02176623 -0.03764967 0.03788387 0.44998321 -0.01452513 0.05034068 -0.12722774 0.03790561 -0.10647199 -0.01452513 0.34180556 0.03560982 0.00643038 0.12557313 0.21307776 0.05034068 0.03560982 0.62628966 *** 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) = -0.2970938709 Kirchhoff stress 0.11097E-01 -0.14555E-02 0.14240E-01 -0.14555E-02 -0.11227E-01 -0.25993E-01 0.14240E-01 -0.25993E-01 -0.12690E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06545928 0.76909900 0.66978669 0.02096627 -0.11571438 0.00394610 0.76909900 1.00661523 0.94049903 -0.03392705 0.03206031 0.11440724 0.66978669 0.94049903 1.14277675 0.03076693 -0.10189088 0.18847751 0.02096627 -0.03392705 0.03076693 0.45329030 -0.01481235 0.04385047 -0.11571438 0.03206031 -0.10189088 -0.01481235 0.35197494 0.02889735 0.00394610 0.11440724 0.18847751 0.04385047 0.02889735 0.61032907 *** 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) = -0.2973864267 Kirchhoff stress 0.99541E-02 -0.11585E-02 0.13398E-01 -0.11585E-02 -0.10043E-01 -0.22663E-01 0.13398E-01 -0.22663E-01 -0.10048E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06535481 0.77377764 0.68113976 0.01983779 -0.10384586 0.00180263 0.77377764 1.01276271 0.92396356 -0.02997711 0.02655184 0.10247808 0.68113976 0.92396356 1.12348212 0.02444104 -0.09591871 0.16426822 0.01983779 -0.02997711 0.02444104 0.45638291 -0.01475236 0.03755220 -0.10384586 0.02655184 -0.09591871 -0.01475236 0.36281848 0.02294434 0.00180263 0.10247808 0.16426822 0.03755220 0.02294434 0.59445404 *** 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) = -0.2976500775 Kirchhoff stress 0.87889E-02 -0.88505E-03 0.12350E-01 -0.88505E-03 -0.87977E-02 -0.19439E-01 0.12350E-01 -0.19439E-01 -0.76813E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06497408 0.77818523 0.69321940 0.01854850 -0.09153435 0.00021760 0.77818523 1.01865803 0.90735354 -0.02581161 0.02178037 0.09065947 0.69321940 0.90735354 1.10673447 0.01892180 -0.08827623 0.14110619 0.01854850 -0.02581161 0.01892180 0.45937452 -0.01413731 0.03184949 -0.09153435 0.02178037 -0.08827623 -0.01413731 0.37435326 0.01776232 0.00021760 0.09065947 0.14110619 0.03184949 0.01776232 0.57853736 *** 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) = -0.2978719829 Kirchhoff stress 0.75695E-02 -0.68884E-03 0.11086E-01 -0.68884E-03 -0.75884E-02 -0.16343E-01 0.11086E-01 -0.16343E-01 -0.56637E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06401758 0.78183688 0.70579900 0.01672889 -0.07902872 -0.00110523 0.78183688 1.02388341 0.89049530 -0.02194961 0.01729373 0.07824877 0.70579900 0.89049530 1.09168727 0.01398180 -0.07947165 0.11831010 0.01672889 -0.02194961 0.01398180 0.46178817 -0.01327438 0.02629424 -0.07902872 0.01729373 -0.07947165 -0.01327438 0.38635466 0.01312221 -0.00110523 0.07824877 0.11831010 0.02629424 0.01312221 0.56240183 *** 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) = -0.2980636133 Kirchhoff stress 0.63398E-02 -0.48138E-03 0.96914E-02 -0.48138E-03 -0.63181E-02 -0.13318E-01 0.96914E-02 -0.13318E-01 -0.39485E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06275503 0.78499289 0.71916572 0.01456507 -0.06638454 -0.00195766 0.78499289 1.02885244 0.87371717 -0.01809507 0.01324336 0.06554687 0.71916572 0.87371717 1.07936447 0.00969230 -0.06961944 0.09640800 0.01456507 -0.01809507 0.00969230 0.46388690 -0.01196831 0.02104047 -0.06638454 0.01324336 -0.06961944 -0.01196831 0.39910967 0.00909028 -0.00195766 0.06554687 0.09640800 0.02104047 0.00909028 0.54636670 *** 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) = -0.2982243642 Kirchhoff stress 0.51078E-02 -0.31961E-03 0.80878E-02 -0.31961E-03 -0.50346E-02 -0.10387E-01 0.80878E-02 -0.10387E-01 -0.25032E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06102182 0.78758739 0.73287908 0.01215381 -0.05338339 -0.00245853 0.78758739 1.03354098 0.85697969 -0.01425953 0.00969093 0.05257577 0.73287908 0.85697969 1.06883721 0.00625444 -0.05813730 0.07516087 0.01215381 -0.01425953 0.00625444 0.46561019 -0.01034878 0.01615740 -0.05338339 0.00969093 -0.05813730 -0.01034878 0.41217857 0.00586669 -0.00245853 0.05257577 0.07516087 0.01615740 0.00586669 0.53038620 *** 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) = -0.2983456626 Kirchhoff stress 0.38398E-02 -0.16660E-03 0.63182E-02 -0.16660E-03 -0.37870E-02 -0.75875E-02 0.63182E-02 -0.75875E-02 -0.13804E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05901558 0.78982957 0.74712884 0.00935230 -0.04024083 -0.00246856 0.78982957 1.03840554 0.84044059 -0.01077205 0.00650577 0.03956072 0.74712884 0.84044059 1.06063331 0.00354108 -0.04538981 0.05480605 0.00935230 -0.01077205 0.00354108 0.46717216 -0.00828681 0.01151964 -0.04024083 0.00650577 -0.04538981 -0.00828681 0.42575483 0.00332141 -0.00246856 0.03956072 0.05480605 0.01151964 0.00332141 0.51461334 *** 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) = -0.2984236334 Kirchhoff stress 0.25622E-02 -0.70371E-04 0.43818E-02 -0.70371E-04 -0.25917E-02 -0.49797E-02 0.43818E-02 -0.49797E-02 -0.65156E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05657612 0.79141221 0.76192247 0.00644009 -0.02691976 -0.00201917 0.79141221 1.04345414 0.82463730 -0.00708808 0.00383525 0.02695375 0.76192247 0.82463730 1.05539716 0.00153246 -0.03153747 0.03593152 0.00644009 -0.00708808 0.00153246 0.46826776 -0.00582322 0.00728174 -0.02691976 0.00383525 -0.03153747 -0.00582322 0.43984970 0.00143437 -0.00201917 0.02695375 0.03593152 0.00728174 0.00143437 0.49958117 *** 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) = -0.2984781041 Kirchhoff stress 0.12862E-02 -0.17576E-04 0.22692E-02 -0.17576E-04 -0.12936E-02 -0.24188E-02 0.22692E-02 -0.24188E-02 -0.16301E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05377645 0.79228815 0.77705426 0.00331461 -0.01348792 -0.00123351 0.79228815 1.04720520 0.80845872 -0.00347655 0.00168779 0.01349828 0.77705426 0.80845872 1.05183741 0.00038327 -0.01634255 0.01744327 0.00331461 -0.00347655 0.00038327 0.46884957 -0.00309555 0.00346031 -0.01348792 0.00168779 -0.01634255 -0.00309555 0.45425878 0.00035869 -0.00123351 0.01349828 0.01744327 0.00346031 0.00035869 0.48416672 *** 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) = -0.2984962778 Kirchhoff stress -0.71882E-10 0.73457E-18 -0.37647E-18 0.73457E-18 -0.71882E-10 -0.73457E-18 -0.36729E-18 -0.73457E-18 -0.71882E-10 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05064769 0.79258067 0.79258067 -0.00000000 -0.00000000 -0.00000000 0.79258067 1.05064769 0.79258067 -0.00000000 -0.00000000 0.00000000 0.79258067 0.79258067 1.05064769 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.46904391 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.46904391 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.46904391 * CB-KIM calculation successfully completed