---------------------------------------------------------------------------- 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_Hoyt_Garvin_PbCu__MO_119135752160_004 Maximum cut-off distance: 5.7772053541 **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 -0.00000000000000006936 1.80751715138233048918 1.80751715138233048918 1.80751715138233071123 -0.00000000000000037099 1.80751715138233115532 1.80751715138233026714 1.80751715138233071123 -0.00000000000000041537 **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) = -0.2997315737 Kirchhoff stress 0.15099E-11 -0.66095E-18 0.14688E-17 -0.19094E-17 0.15102E-11 -0.29405E-15 0.17625E-17 -0.29640E-15 0.15100E-11 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05654071 0.77868269 0.77868269 0.00000000 -0.00000000 -0.00000000 0.77868269 1.05654071 0.77868269 -0.00000000 -0.00000000 0.00000000 0.77868269 0.77868269 1.05654071 0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.48103879 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.48103879 0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.48103879 *** 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) = -0.2997125955 Kirchhoff stress -0.13852E-02 -0.19668E-04 -0.24810E-02 -0.19668E-04 0.14057E-02 0.23300E-02 -0.24810E-02 0.23300E-02 -0.15418E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05430673 0.77895240 0.79534073 -0.00409377 0.01341668 0.00312222 0.77895240 1.05235779 0.76434990 0.00261143 -0.00302111 -0.01115269 0.79534073 0.76434990 1.05909623 0.00012803 0.01712466 -0.01450670 -0.00409377 0.00261143 0.00012803 0.48133951 0.00361884 -0.00353277 0.01341668 -0.00302111 0.01712466 0.00361884 0.49768704 0.00012359 0.00312222 -0.01115269 -0.01450670 -0.00353277 0.00012359 0.46673265 *** 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) = -0.2996560568 Kirchhoff stress -0.27446E-02 -0.72574E-04 -0.50700E-02 -0.72574E-04 0.26838E-02 0.44874E-02 -0.50700E-02 0.44874E-02 -0.59630E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03786267 0.77568442 0.79802132 -0.00666192 0.01442031 0.00589940 0.77568442 1.05561974 0.74734163 0.00368594 -0.00639581 -0.02643114 0.79802132 0.74734163 1.04642032 0.00212135 0.02553602 -0.03111367 -0.00666192 0.00368594 0.00212135 0.47821114 0.00688075 -0.00749642 0.01442031 -0.00639581 0.02553602 0.00688075 0.50027373 0.00209902 0.00589940 -0.02643114 -0.03111367 -0.00749642 0.00209902 0.44979828 *** 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) = -0.2995630111 Kirchhoff stress -0.39208E-02 -0.16460E-03 -0.77627E-02 -0.16460E-03 0.40901E-02 0.64816E-02 -0.77627E-02 0.64816E-02 -0.13097E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03471707 0.77642494 0.82287168 -0.01194143 0.03258109 0.00982324 0.77642494 1.06321386 0.72858460 0.01025472 -0.00740822 -0.04314264 0.82287168 0.72858460 1.05691390 0.00372719 0.04749008 -0.04660499 -0.01194143 0.01025472 0.00372719 0.47892874 0.01125911 -0.00917498 0.03258109 -0.00740822 0.04749008 0.01125911 0.52482576 0.00367524 0.00982324 -0.04314264 -0.04660499 -0.00917498 0.00367524 0.43097528 *** 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) = -0.2994336599 Kirchhoff stress -0.52399E-02 -0.29162E-03 -0.10625E-01 -0.29162E-03 0.54110E-02 0.82374E-02 -0.10625E-01 0.82374E-02 -0.24440E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03972689 0.77337465 0.84096009 -0.01589335 0.04836011 0.01481094 0.77337465 1.06328575 0.71862627 0.00883361 -0.00687661 -0.04687958 0.84096009 0.71862627 1.07283559 0.00511860 0.07122365 -0.05416591 -0.01589335 0.00883361 0.00511860 0.47624073 0.01681065 -0.00923539 0.04836011 -0.00687661 0.07122365 0.01681065 0.54302201 0.00502191 0.01481094 -0.04687958 -0.05416591 -0.00923539 0.00502191 0.42134012 *** 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) = -0.2992676269 Kirchhoff stress -0.65601E-02 -0.45763E-03 -0.13620E-01 -0.45763E-03 0.67903E-02 0.98962E-02 -0.13620E-01 0.98962E-02 -0.38203E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02941832 0.77040680 0.85493222 -0.01952118 0.06005106 0.02013370 0.77040680 1.06038803 0.70600765 0.01404695 -0.00807106 -0.06072214 0.85493222 0.70600765 1.07831677 0.00909271 0.09022259 -0.06422181 -0.01952118 0.01404695 0.00909271 0.47359072 0.02252362 -0.01100757 0.06005106 -0.00807106 0.09022259 0.02252362 0.55702573 0.00894654 0.02013370 -0.06072214 -0.06422181 -0.01100757 0.00894654 0.40879905 *** 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) = -0.2990653192 Kirchhoff stress -0.78865E-02 -0.66968E-03 -0.16777E-01 -0.66968E-03 0.81175E-02 0.11360E-01 -0.16777E-01 0.11360E-01 -0.55401E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03181560 0.76924861 0.87989770 -0.02417310 0.07923696 0.02462723 0.76924861 1.06038253 0.69442013 0.01586003 -0.01025728 -0.07413629 0.87989770 0.69442013 1.10090388 0.01302818 0.11843591 -0.07296713 -0.02417310 0.01586003 0.01302818 0.47285905 0.02738268 -0.01375077 0.07923696 -0.01025728 0.11843591 0.02738268 0.58207065 0.01282744 0.02462723 -0.07413629 -0.07296713 -0.01375077 0.01282744 0.39734850 *** 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) = -0.2988306536 Kirchhoff stress -0.80168E-02 -0.83349E-03 -0.18844E-01 -0.83349E-03 0.95119E-02 0.12722E-01 -0.18844E-01 0.12722E-01 -0.62845E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82960351 0.76542556 0.70056056 -0.04079777 -0.09142146 0.01623370 0.76542556 1.07627306 0.68078855 0.01709763 -0.01016291 -0.08508712 0.70056056 0.68078855 0.88840325 0.00436217 -0.06817787 -0.09755486 -0.04079777 0.01709763 0.00436217 0.46885633 0.01928852 -0.01484614 -0.09142146 -0.01016291 -0.06817787 0.01928852 0.40154868 0.00404432 0.01623370 -0.08508712 -0.09755486 -0.01484614 0.00404432 0.38315259 *** 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) = -0.2985694546 Kirchhoff stress -0.90317E-02 -0.10846E-02 -0.21926E-01 -0.10846E-02 0.10903E-01 0.13844E-01 -0.21926E-01 0.13844E-01 -0.82938E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01642610 0.76340101 0.89504096 -0.03175098 0.08500310 0.03408427 0.76340101 1.07447241 0.66696945 0.02106719 -0.00875872 -0.09947743 0.89504096 0.66696945 1.10556970 0.02473822 0.14230739 -0.08852450 -0.03175098 0.02106719 0.02473822 0.46718908 0.03742178 -0.01416382 0.08500310 -0.00875872 0.14230739 0.03742178 0.59582753 0.02432242 0.03408427 -0.09947743 -0.08852450 -0.01416382 0.02432242 0.36927606 *** 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) = -0.2982745314 Kirchhoff stress -0.10138E-01 -0.13946E-02 -0.25164E-01 -0.13946E-02 0.12230E-01 0.14694E-01 -0.25164E-01 0.14694E-01 -0.10719E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00139959 0.75966965 0.90648140 -0.03553349 0.08797143 0.03887994 0.75966965 1.07242251 0.65209215 0.02117397 -0.00848085 -0.11671236 0.90648140 0.65209215 1.12116471 0.02886471 0.16185549 -0.10372944 -0.03553349 0.02117397 0.02886471 0.46396180 0.04254865 -0.01463936 0.08797143 -0.00848085 0.16185549 0.04254865 0.60712982 0.02834001 0.03887994 -0.11671236 -0.10372944 -0.01463936 0.02834001 0.35446712 *** 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) = -0.2979476790 Kirchhoff stress -0.11232E-01 -0.17231E-02 -0.28499E-01 -0.17231E-02 0.13452E-01 0.15381E-01 -0.28499E-01 0.15381E-01 -0.13443E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99998857 0.75363074 0.92700419 -0.04174175 0.10254496 0.04421744 0.75363074 1.08802888 0.64851508 0.01906172 -0.00989917 -0.11851010 0.92700419 0.64851508 1.15109197 0.03414156 0.18830886 -0.10003997 -0.04174175 0.01906172 0.03414156 0.45856346 0.04814435 -0.01675927 0.10254496 -0.00989917 0.18830886 0.04814435 0.62759999 0.03348980 0.04421744 -0.11851010 -0.10003997 -0.01675927 0.03348980 0.35102845 *** 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) = -0.2975888009 Kirchhoff stress -0.12297E-01 -0.21137E-02 -0.31921E-01 -0.21137E-02 0.14785E-01 0.15893E-01 -0.31921E-01 0.15893E-01 -0.16416E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94678382 0.75191996 0.94185270 -0.04468076 0.11328183 0.05261143 0.75191996 1.08471303 0.63794055 0.02318800 -0.00648535 -0.13017622 0.94185270 0.63794055 1.16979786 0.04309910 0.21012364 -0.10409341 -0.04468076 0.02318800 0.04309910 0.45749215 0.05671378 -0.01395399 0.11328183 -0.00648535 0.21012364 0.05671378 0.64250716 0.04233678 0.05261143 -0.13017622 -0.10409341 -0.01395399 0.04233678 0.34050879 *** 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) = -0.2971994008 Kirchhoff stress -0.13234E-01 -0.25317E-02 -0.35364E-01 -0.25317E-02 0.16088E-01 0.16198E-01 -0.35364E-01 0.16198E-01 -0.19630E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98932486 0.74501568 0.95374619 -0.04382035 0.11865862 0.05999885 0.74501568 1.07928114 0.62839854 0.02200515 -0.00417230 -0.13935935 0.95374619 0.62839854 1.19493224 0.05337067 0.23577462 -0.10385198 -0.04382035 0.02200515 0.05337067 0.45121793 0.06424345 -0.01226608 0.11865862 -0.00417230 0.23577462 0.06424345 0.65438762 0.05248027 0.05999885 -0.13935935 -0.10385198 -0.01226608 0.05248027 0.33101439 *** 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) = -0.2967803677 Kirchhoff stress -0.14204E-01 -0.30127E-02 -0.38822E-01 -0.30127E-02 0.17374E-01 0.16317E-01 -0.38822E-01 0.16317E-01 -0.23051E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98519795 0.74034415 0.97005568 -0.05078742 0.12839323 0.06708231 0.74034415 1.07056402 0.62334035 0.01967650 -0.00312760 -0.14478454 0.97005568 0.62334035 1.21648521 0.06075903 0.25593682 -0.09771163 -0.05078742 0.01967650 0.06075903 0.44727754 0.07141590 -0.01183997 0.12839323 -0.00312760 0.25593682 0.07141590 0.67074189 0.05974917 0.06708231 -0.14478454 -0.09771163 -0.01183997 0.05974917 0.32597716 *** 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) = -0.2963331012 Kirchhoff stress -0.15144E-01 -0.35173E-02 -0.42293E-01 -0.35173E-02 0.18457E-01 0.16126E-01 -0.42293E-01 0.16126E-01 -0.26773E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97876504 0.73549168 0.98333022 -0.05317968 0.13511640 0.07356417 0.73549168 1.05340724 0.59793894 0.02221944 0.00129829 -0.17611786 0.98333022 0.59793894 1.21793270 0.07179959 0.28263753 -0.11424098 -0.05317968 0.02221944 0.07179959 0.44337758 0.07806285 -0.00802625 0.13511640 0.00129829 0.28263753 0.07806285 0.68417722 0.07064197 0.07356417 -0.17611786 -0.11424098 -0.00802625 0.07064197 0.30085573 *** 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) = -0.2958598628 Kirchhoff stress -0.16041E-01 -0.40612E-02 -0.45782E-01 -0.40612E-02 0.19655E-01 0.15803E-01 -0.45782E-01 0.15803E-01 -0.30674E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95972584 0.73168174 0.99695119 -0.05740022 0.14237218 0.08047895 0.73168174 1.08234693 0.60609424 0.02220367 0.00290325 -0.17018175 0.99695119 0.60609424 1.24490196 0.07988034 0.30652759 -0.10153933 -0.05740022 0.02220367 0.07988034 0.44044966 0.08501685 -0.00697580 0.14237218 0.00290325 0.30652759 0.08501685 0.69798047 0.07857932 0.08047895 -0.17018175 -0.10153933 -0.00697580 0.07857932 0.30911621 *** 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) = -0.2953613575 Kirchhoff stress -0.16697E-01 -0.46509E-02 -0.49227E-01 -0.46509E-02 0.20853E-01 0.15284E-01 -0.49227E-01 0.15284E-01 -0.34744E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93956865 0.72829483 1.00660024 -0.05941297 0.14515549 0.08836140 0.72829483 1.08489830 0.59884579 0.02302817 0.00586528 -0.17874087 1.00660024 0.59884579 1.25431772 0.09072787 0.32881600 -0.09984953 -0.05941297 0.02302817 0.09072787 0.43767946 0.09286001 -0.00473554 0.14515549 0.00586528 0.32881600 0.09286001 0.70734747 0.08924745 0.08836140 -0.17874087 -0.09984953 -0.00473554 0.08924745 0.30170716 *** 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) = -0.2948394722 Kirchhoff stress -0.17444E-01 -0.52797E-02 -0.52674E-01 -0.52797E-02 0.21989E-01 0.14559E-01 -0.52674E-01 0.14559E-01 -0.39041E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96445511 0.71704685 1.02273784 -0.06343208 0.15304791 0.09690726 0.71704685 1.05717282 0.59350519 0.01376694 0.00944426 -0.18786812 1.02273784 0.59350519 1.28951633 0.10236990 0.35632840 -0.09352544 -0.06343208 0.01376694 0.10236990 0.42726925 0.10133351 -0.00177292 0.15304791 0.00944426 0.35632840 0.10133351 0.72348793 0.10072210 0.09690726 -0.18786812 -0.09352544 -0.00177292 0.10072210 0.29632922 *** 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) = -0.2942955082 Kirchhoff stress -0.18172E-01 -0.59730E-02 -0.56100E-01 -0.59730E-02 0.22972E-01 0.13633E-01 -0.56100E-01 0.13633E-01 -0.43505E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95344673 0.70406263 1.03325019 -0.07149417 0.15816351 0.10514531 0.70406263 1.05204329 0.58434978 0.00309503 0.01525074 -0.20084513 1.03325019 0.58434978 1.32692490 0.11407958 0.37832237 -0.08948078 -0.07149417 0.00309503 0.11407958 0.41535144 0.10946510 0.00351669 0.15816351 0.01525074 0.37832237 0.10946510 0.73418587 0.11231254 0.10514531 -0.20084513 -0.08948078 0.00351669 0.11231254 0.28730446 *** 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) = -0.2937317550 Kirchhoff stress -0.18824E-01 -0.67219E-02 -0.59456E-01 -0.67219E-02 0.23853E-01 0.12411E-01 -0.59456E-01 0.12411E-01 -0.48174E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93801811 0.69529598 1.04033073 -0.07402882 0.15932628 0.11623169 0.69529598 1.03966109 0.57709290 -0.00153318 0.01878968 -0.20873587 1.04033073 0.57709290 1.36272270 0.12647594 0.39774241 -0.08011085 -0.07402882 -0.00153318 0.12647594 0.40779549 0.12049578 0.00655040 0.15932628 0.01878968 0.39774241 0.12049578 0.74153945 0.12460789 0.11623169 -0.20873587 -0.08011085 0.00655040 0.12460789 0.28034492 *** 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) = -0.2931505378 Kirchhoff stress -0.19361E-01 -0.75071E-02 -0.62744E-01 -0.75071E-02 0.24775E-01 0.11040E-01 -0.62744E-01 0.11040E-01 -0.52887E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89629106 0.69452816 1.05077222 -0.08145363 0.16359974 0.12240149 0.69452816 1.05636656 0.58122157 0.00041900 0.02248397 -0.20863774 1.05077222 0.58122157 1.41323442 0.13608735 0.41848146 -0.06480667 -0.08145363 0.00041900 0.13608735 0.40810765 0.12651149 0.00976384 0.16359974 0.02248397 0.41848146 0.12651149 0.75214492 0.13410461 0.12240149 -0.20863774 -0.06480667 0.00976384 0.13410461 0.28456528 *** 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) = -0.2925536649 Kirchhoff stress -0.19702E-01 -0.82830E-02 -0.65971E-01 -0.82830E-02 0.25636E-01 0.95154E-02 -0.65971E-01 0.95154E-02 -0.57738E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94894893 0.69178510 1.06103311 -0.07400699 0.16400856 0.12907635 0.69178510 1.03823135 0.57809782 0.00249268 0.02817041 -0.21472032 1.06103311 0.57809782 1.44473739 0.14979810 0.44422373 -0.05619179 -0.07400699 0.00249268 0.14979810 0.40631275 0.13296521 0.01500682 0.16400856 0.02817041 0.44422373 0.13296521 0.76247627 0.14764623 0.12907635 -0.21472032 -0.05619179 0.01500682 0.14764623 0.28148059 *** 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) = -0.2919427662 Kirchhoff stress -0.20138E-01 -0.91039E-02 -0.69109E-01 -0.91039E-02 0.26429E-01 0.77966E-02 -0.69109E-01 0.77966E-02 -0.62696E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93448853 0.67701358 1.06890661 -0.07152171 0.16670281 0.12957862 0.67701358 1.01810725 0.57105975 0.02086999 0.04066114 -0.24246913 1.06890661 0.57105975 1.47988869 0.16675027 0.46529977 -0.04866226 -0.07152171 0.02086999 0.16675027 0.39262591 0.13320895 0.02708618 0.16670281 0.04066114 0.46529977 0.13320895 0.77056146 0.16443651 0.12957862 -0.24246913 -0.04866226 0.02708618 0.16443651 0.27447827 *** 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) = -0.2913197712 Kirchhoff stress -0.20551E-01 -0.97601E-02 -0.72012E-01 -0.97601E-02 0.26784E-01 0.56882E-02 -0.72012E-01 0.56882E-02 -0.67797E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89853381 0.57228126 1.05561566 -0.01932271 0.19143883 0.09402050 0.57228126 0.67299689 0.49708100 0.19686329 0.12819925 -0.40130478 1.05561566 0.49708100 1.49762296 0.21720147 0.50370425 -0.07065125 -0.01932271 0.19686329 0.21720147 0.28922061 0.09747501 0.11419450 0.19143883 0.12819925 0.50370425 0.09747501 0.75758399 0.21461779 0.09402050 -0.40130478 -0.07065125 0.11419450 0.21461779 0.20078231 *** 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) = -0.2906963674 Kirchhoff stress -0.21168E-01 -0.99989E-02 -0.74633E-01 -0.99989E-02 0.26173E-01 0.29847E-02 -0.74633E-01 0.29847E-02 -0.73210E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93255862 0.70010767 1.08825645 -0.09508783 0.15327547 0.16374115 0.70010767 1.09441199 0.59329925 -0.06463044 0.01785763 -0.20516717 1.08825645 0.59329925 1.56157003 0.17865323 0.50103996 -0.00874636 -0.09508783 -0.06463044 0.17865323 0.41901393 0.16722993 0.00333800 0.15327547 0.01785763 0.50103996 0.16722993 0.79079244 0.17552032 0.16374115 -0.20516717 -0.00874636 0.00333800 0.17552032 0.29790801 *** 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) = -0.2900691436 Kirchhoff stress -0.20377E-01 -0.11021E-01 -0.77207E-01 -0.11021E-01 0.25837E-01 0.42408E-03 -0.77207E-01 0.42408E-03 -0.78356E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.44217135 0.63653340 1.01254655 -0.18102147 -0.02151383 0.11991055 0.63653340 0.59342647 0.50651747 -0.10592472 0.00469023 -0.40586792 1.01254655 0.50651747 1.54879687 0.17606642 0.48447441 -0.03144203 -0.18102147 -0.10592472 0.17606642 0.35644372 0.12316872 -0.01028619 -0.02151383 0.00469023 0.48447441 0.12316872 0.71465933 0.17280854 0.11991055 -0.40586792 -0.03144203 -0.01028619 0.17280854 0.21154799 *** 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) = -0.2894585323 Kirchhoff stress -0.19227E-01 -0.11891E-01 -0.79445E-01 -0.11891E-01 0.25704E-01 -0.21947E-02 -0.79445E-01 -0.21947E-02 -0.83442E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85337927 0.66486508 1.08539309 -0.09379399 0.13168945 0.16765877 0.66486508 1.04657066 0.58609589 -0.01966523 0.05340414 -0.23068030 1.08539309 0.58609589 1.62675046 0.21729395 0.54053354 0.01877813 -0.09379399 -0.01966523 0.21729395 0.38551020 0.17059517 0.03787312 0.13168945 0.05340414 0.54053354 0.17059517 0.78689913 0.21381018 0.16765877 -0.23068030 0.01877813 0.03787312 0.21381018 0.29133522 *** 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) = -0.2888466697 Kirchhoff stress -0.19072E-01 -0.12836E-01 -0.81890E-01 -0.12836E-01 0.26287E-01 -0.46980E-02 -0.81890E-01 -0.46980E-02 -0.88571E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88983660 0.66176125 1.09473397 -0.09146762 0.14496059 0.17614034 0.66176125 1.04092255 0.58844533 -0.02360605 0.06262483 -0.23334728 1.09473397 0.58844533 1.65864703 0.23150649 0.55931975 0.03455537 -0.09146762 -0.02360605 0.23150649 0.38333355 0.17858207 0.04678949 0.14496059 0.06262483 0.55931975 0.17858207 0.79635226 0.22785758 0.17614034 -0.23334728 0.03455537 0.04678949 0.22785758 0.29353073 *** 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) = -0.2882344185 Kirchhoff stress -0.18875E-01 -0.13762E-01 -0.84166E-01 -0.13762E-01 0.26662E-01 -0.74329E-02 -0.84166E-01 -0.74329E-02 -0.93765E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88585154 0.65711484 1.09611286 -0.09135774 0.13995640 0.18384733 0.65711484 1.02912443 0.59118668 -0.02571469 0.07024382 -0.23711362 1.09611286 0.59118668 1.69271010 0.24611185 0.57540577 0.05240224 -0.09135774 -0.02571469 0.24611185 0.37978030 0.18586058 0.05419222 0.13995640 0.07024382 0.57540577 0.18586058 0.79805863 0.24228129 0.18384733 -0.23711362 0.05240224 0.05419222 0.24228129 0.29636683 *** 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) = -0.2876245393 Kirchhoff stress -0.18587E-01 -0.14710E-01 -0.86286E-01 -0.14710E-01 0.26994E-01 -0.10238E-01 -0.86286E-01 -0.10238E-01 -0.98864E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87982299 0.65220418 1.09817942 -0.09362862 0.13566484 0.19132193 0.65220418 1.02466760 0.60152291 -0.03240760 0.07705129 -0.23412347 1.09817942 0.60152291 1.73222643 0.25992968 0.59102265 0.07562422 -0.09362862 -0.03240760 0.25992968 0.37587552 0.19281041 0.06082161 0.13566484 0.07705129 0.59102265 0.19281041 0.80037648 0.25593306 0.19132193 -0.23412347 0.07562422 0.06082161 0.25593306 0.30665144 *** 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) = -0.2870192364 Kirchhoff stress -0.18053E-01 -0.15695E-01 -0.88183E-01 -0.15695E-01 0.27261E-01 -0.13186E-01 -0.88183E-01 -0.13186E-01 -0.10388E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81397271 0.64237127 1.09556907 -0.10411761 0.12624885 0.19903264 0.64237127 1.00569007 0.60616697 -0.04201718 0.08482719 -0.23673010 1.09556907 0.60616697 1.76563146 0.27456217 0.60329118 0.09380571 -0.10411761 -0.04201718 0.27456217 0.36693242 0.19997271 0.06843490 0.12624885 0.08482719 0.60329118 0.19997271 0.79789329 0.27043493 0.19903264 -0.23673010 0.09380571 0.06843490 0.27043493 0.31121759 *** 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) = -0.2864219158 Kirchhoff stress -0.17525E-01 -0.16660E-01 -0.89911E-01 -0.16660E-01 0.27391E-01 -0.16243E-01 -0.89911E-01 -0.16243E-01 -0.10884E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.88288677 0.64287749 1.10005576 -0.09661697 0.11754385 0.20923464 0.64287749 0.99586028 0.61909333 -0.04917133 0.09006981 -0.23225725 1.10005576 0.61909333 1.80372245 0.28385369 0.60598496 0.12618884 -0.09661697 -0.04917133 0.28385369 0.36840233 0.20959772 0.07357490 0.11754385 0.09006981 0.60598496 0.20959772 0.80258730 0.27959610 0.20923464 -0.23225725 0.12618884 0.07357490 0.27959610 0.32410715 *** 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) = -0.2858341860 Kirchhoff stress -0.17112E-01 -0.17520E-01 -0.91231E-01 -0.17520E-01 0.27204E-01 -0.19639E-01 -0.91231E-01 -0.19639E-01 -0.11399E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81901554 0.58458886 0.97572363 -0.04534196 0.18980917 0.13518487 0.58458886 0.90806431 0.49465614 0.00513182 0.18130261 -0.32577429 0.97572363 0.49465614 1.54388563 0.42212215 0.80290648 -0.04225489 -0.04534196 0.00513182 0.42212215 0.31132922 0.13508650 0.16464580 0.18980917 0.18130261 0.80290648 0.13508650 0.67877414 0.41768854 0.13518487 -0.32577429 -0.04225489 0.16464580 0.41768854 0.19993656 *** 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) = -0.2852654983 Kirchhoff stress -0.16854E-01 -0.18049E-01 -0.91889E-01 -0.18049E-01 0.26642E-01 -0.23585E-01 -0.91889E-01 -0.23585E-01 -0.11970E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85091292 0.62707732 1.06314384 -0.08181754 0.11116457 0.20616502 0.62707732 0.99233134 0.61041750 -0.03403600 0.12239077 -0.24608528 1.06314384 0.61041750 1.80724929 0.33858327 0.66846302 0.13057291 -0.08181754 -0.03403600 0.33858327 0.35521941 0.20583154 0.10539064 0.11116457 0.12239077 0.66846302 0.20583154 0.76721610 0.33376928 0.20616502 -0.24608528 0.13057291 0.10539064 0.33376928 0.31640320 *** 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) = -0.2847141947 Kirchhoff stress -0.15496E-01 -0.19173E-01 -0.93021E-01 -0.19173E-01 0.26572E-01 -0.26883E-01 -0.93021E-01 -0.26883E-01 -0.12423E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.44304269 0.60776815 1.08783044 0.01245735 0.09336534 0.22470343 0.60776815 0.97705611 0.64309705 -0.04660746 0.11580571 -0.23045542 1.08783044 0.64309705 1.88399445 0.32602389 0.64454406 0.18658874 0.01245735 -0.04660746 0.32602389 0.33641160 0.22370622 0.09883346 0.09336534 0.11580571 0.64454406 0.22370622 0.79177437 0.32117965 0.22470343 -0.23045542 0.18658874 0.09883346 0.32117965 0.34887291 *** 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) = -0.2841877275 Kirchhoff stress -0.12811E-01 -0.20520E-01 -0.93925E-01 -0.20520E-01 0.26415E-01 -0.30268E-01 -0.93925E-01 -0.30268E-01 -0.12866E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92339853 0.63583115 1.08215623 -0.13486916 0.08274226 0.22896390 0.63583115 0.97021900 0.65508554 -0.06028212 0.12405576 -0.22571297 1.08215623 0.65508554 1.91865922 0.33785936 0.64925182 0.21167659 -0.13486916 -0.06028212 0.33785936 0.36430620 0.22728763 0.10715815 0.08274226 0.12405576 0.64925182 0.22728763 0.78532096 0.33312531 0.22896390 -0.22571297 0.21167659 0.10715815 0.33312531 0.36070840 *** 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) = -0.2836834485 Kirchhoff stress -0.11772E-01 -0.21397E-01 -0.94591E-01 -0.21397E-01 0.25989E-01 -0.33730E-01 -0.94591E-01 -0.33730E-01 -0.13290E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82527914 0.62433339 1.07320508 -0.09320576 0.07012121 0.23097843 0.62433339 0.92778411 0.65335324 -0.05285291 0.13639902 -0.24276044 1.07320508 0.65335324 1.95791167 0.35260939 0.65139707 0.22750470 -0.09320576 -0.05285291 0.35260939 0.35358990 0.22865671 0.11963195 0.07012121 0.13639902 0.65139707 0.22865671 0.77657593 0.34775015 0.23097843 -0.24276044 0.22750470 0.11963195 0.34775015 0.35894529 *** 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) = -0.2832022364 Kirchhoff stress -0.10639E-01 -0.22287E-01 -0.94987E-01 -0.22287E-01 0.25466E-01 -0.37256E-01 -0.94987E-01 -0.37256E-01 -0.13691E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81912524 0.62212954 1.06225545 -0.08528297 0.05005009 0.24038600 0.62212954 0.94884195 0.67865491 -0.06268450 0.13874962 -0.21994100 1.06225545 0.67865491 1.99448439 0.36463926 0.65208428 0.26383649 -0.08528297 -0.06268450 0.36463926 0.35214752 0.23742963 0.12213938 0.05005009 0.13874962 0.65208428 0.23742963 0.76585269 0.35969532 0.24038600 -0.21994100 0.26383649 0.12213938 0.35969532 0.38421356 *** 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) = -0.2827455482 Kirchhoff stress -0.94825E-02 -0.23156E-01 -0.95200E-01 -0.23156E-01 0.24892E-01 -0.40767E-01 -0.95200E-01 -0.40767E-01 -0.14073E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83366826 0.62291389 1.06295927 -0.09123946 0.05152966 0.24185147 0.62291389 0.94271057 0.69302303 -0.06501468 0.14961821 -0.21466789 1.06295927 0.69302303 2.02407258 0.37637938 0.66447433 0.29153283 -0.09123946 -0.06501468 0.37637938 0.35359191 0.23819119 0.13318248 0.05152966 0.14961821 0.66447433 0.23819119 0.76670735 0.37135406 0.24185147 -0.21466789 0.29153283 0.13318248 0.37135406 0.39841557 *** 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) = -0.2823148779 Kirchhoff stress -0.82795E-02 -0.23975E-01 -0.95177E-01 -0.23975E-01 0.24237E-01 -0.44307E-01 -0.95177E-01 -0.44307E-01 -0.14428E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83852216 0.61744287 1.05434409 -0.09153305 0.04206823 0.24643731 0.61744287 0.91084442 0.70845809 -0.07606639 0.15892309 -0.20549133 1.05434409 0.70845809 2.04529200 0.38923530 0.66405332 0.32424217 -0.09153305 -0.07606639 0.38923530 0.34868891 0.24205163 0.14265699 0.04206823 0.15892309 0.66405332 0.24205163 0.75813472 0.38410680 0.24643731 -0.20549133 0.32424217 0.14265699 0.38410680 0.41354862 *** 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) = -0.2819127584 Kirchhoff stress -0.70226E-02 -0.24802E-01 -0.94929E-01 -0.24802E-01 0.23236E-01 -0.47849E-01 -0.94929E-01 -0.47849E-01 -0.14765E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82050085 0.60633697 1.04337656 -0.09895936 0.02857864 0.24586020 0.60633697 0.86456946 0.71739829 -0.09138301 0.16777329 -0.20924709 1.04337656 0.71739829 2.08557235 0.39714143 0.66931724 0.33858152 -0.09895936 -0.09138301 0.39714143 0.33834775 0.24073341 0.15171442 0.02857864 0.16777329 0.66931724 0.24073341 0.74722101 0.39198754 0.24586020 -0.20924709 0.33858152 0.15171442 0.39198754 0.42244790 *** 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) = -0.2815426247 Kirchhoff stress -0.55225E-02 -0.25515E-01 -0.94382E-01 -0.25515E-01 0.22237E-01 -0.51433E-01 -0.94382E-01 -0.51433E-01 -0.15076E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78824264 0.61222480 1.03050441 -0.10398393 0.01486585 0.24924657 0.61222480 0.91563646 0.73863614 -0.07818716 0.17414330 -0.19034710 1.03050441 0.73863614 2.10243683 0.40476772 0.66201620 0.36868731 -0.10398393 -0.07818716 0.40476772 0.34469585 0.24344027 0.15831583 0.01486585 0.17414330 0.66201620 0.24344027 0.73431385 0.39952075 0.24924657 -0.19034710 0.36868731 0.15831583 0.39952075 0.44356652 *** 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) = -0.2812053450 Kirchhoff stress -0.41255E-02 -0.26164E-01 -0.93657E-01 -0.26164E-01 0.21280E-01 -0.54889E-01 -0.93657E-01 -0.54889E-01 -0.15357E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83563799 0.61132659 1.01633139 -0.09393871 0.00203646 0.24884462 0.61132659 0.89236668 0.75237820 -0.08293992 0.18303543 -0.18539721 1.01633139 0.75237820 2.11828553 0.41203165 0.65545817 0.38893426 -0.09393871 -0.08293992 0.41203165 0.34423770 0.24231899 0.16753900 0.00203646 0.18303543 0.65545817 0.24231899 0.72027058 0.40671256 0.24884462 -0.18539721 0.38893426 0.16753900 0.40671256 0.45711055 *** 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) = -0.2809012172 Kirchhoff stress -0.27203E-02 -0.26765E-01 -0.92701E-01 -0.26765E-01 0.20088E-01 -0.58420E-01 -0.92701E-01 -0.58420E-01 -0.15621E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82459691 0.60746512 0.99974845 -0.09591100 -0.01274041 0.24671561 0.60746512 0.71608455 0.58757427 -0.09316084 0.17767859 -0.34473477 0.99974845 0.58757427 1.93274432 0.40358056 0.62852644 0.21894409 -0.09591100 -0.09316084 0.40358056 0.34089268 0.23955517 0.16257478 -0.01274041 0.17767859 0.62852644 0.23955517 0.70395786 0.39821690 0.24671561 -0.34473477 0.21894409 0.16257478 0.39821690 0.29229651 *** 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) = -0.2806399267 Kirchhoff stress -0.12638E-02 -0.27347E-01 -0.91550E-01 -0.27347E-01 0.17926E-01 -0.62828E-01 -0.91550E-01 -0.62828E-01 -0.15954E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82369435 0.60384369 0.97925842 -0.09514709 -0.03026805 0.24557457 0.60384369 0.86885572 0.78495655 -0.08002099 0.20155201 -0.16877512 0.97925842 0.78495655 2.12970516 0.42777262 0.63992352 0.43495113 -0.09514709 -0.08002099 0.42777262 0.33818729 0.23826666 0.18691846 -0.03026805 0.20155201 0.63992352 0.23826666 0.68426718 0.42238813 0.24557457 -0.16877512 0.43495113 0.18691846 0.42238813 0.49066965 *** 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) = -0.2804189604 Kirchhoff stress 0.25076E-03 -0.27777E-01 -0.90032E-01 -0.27777E-01 0.16729E-01 -0.66040E-01 -0.90032E-01 -0.66040E-01 -0.16137E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84029945 0.60687007 0.97037748 -0.09640883 -0.03685942 0.24488599 0.60687007 0.87854072 0.80451053 -0.08867375 0.20457983 -0.15146794 0.97037748 0.80451053 2.14093089 0.42944929 0.63213669 0.45674445 -0.09640883 -0.08867375 0.42944929 0.34155009 0.23690073 0.19035222 -0.03685942 0.20457983 0.63213669 0.23690073 0.67558203 0.42402848 0.24488599 -0.15146794 0.45674445 0.19035222 0.42402848 0.51009867 *** 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) = -0.2802350330 Kirchhoff stress 0.16982E-02 -0.28144E-01 -0.88376E-01 -0.28144E-01 0.15493E-01 -0.69139E-01 -0.88376E-01 -0.69139E-01 -0.16286E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80702421 0.60048164 0.95451364 -0.10483934 -0.05250698 0.24405456 0.60048164 0.85053054 0.82044552 -0.09609406 0.21052113 -0.14146427 0.95451364 0.82044552 2.16357190 0.43433023 0.61284289 0.48626803 -0.10483934 -0.09609406 0.43433023 0.33545695 0.23537941 0.19677232 -0.05250698 0.21052113 0.61284289 0.23537941 0.65993983 0.42888672 0.24405456 -0.14146427 0.48626803 0.19677232 0.42888672 0.52584438 *** 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) = -0.2800896776 Kirchhoff stress 0.33666E-02 -0.28422E-01 -0.86513E-01 -0.28422E-01 0.14075E-01 -0.72128E-01 -0.86513E-01 -0.72128E-01 -0.16401E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82582647 0.59947774 0.93929491 -0.10040365 -0.06547677 0.24166191 0.59947774 0.82943202 0.83729658 -0.10297749 0.21601184 -0.13027316 0.93929491 0.83729658 2.17087262 0.43777730 0.60164985 0.50627431 -0.10040365 -0.10297749 0.43777730 0.33460626 0.23230672 0.20277556 -0.06547677 0.21601184 0.60164985 0.23230672 0.64471779 0.43230223 0.24166191 -0.13027316 0.50627431 0.20277556 0.43230223 0.54260835 *** 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) = -0.2799838006 Kirchhoff stress 0.48692E-02 -0.28672E-01 -0.84425E-01 -0.28672E-01 0.12558E-01 -0.75014E-01 -0.84425E-01 -0.75014E-01 -0.16484E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80493982 0.59504879 0.90901992 -0.09013818 -0.09577635 0.24358124 0.59504879 0.79088173 0.84281767 -0.10247404 0.22518439 -0.11140060 0.90901992 0.84281767 2.17699326 0.44366280 0.58376832 0.52559161 -0.09013818 -0.10247404 0.44366280 0.33045352 0.23358255 0.21246953 -0.09577635 0.22518439 0.58376832 0.23358255 0.61462355 0.43821455 0.24358124 -0.11140060 0.52559161 0.21246953 0.43821455 0.54807804 *** 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) = -0.2799182153 Kirchhoff stress 0.62715E-02 -0.28783E-01 -0.82110E-01 -0.28783E-01 0.11296E-01 -0.77844E-01 -0.82110E-01 -0.77844E-01 -0.16534E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74879493 0.60002134 0.89157048 -0.11347893 -0.05054778 0.24339534 0.60002134 0.83325682 0.87071117 -0.10038335 0.22970863 -0.09766248 0.89157048 0.87071117 2.18972222 0.43741844 0.58209733 0.54569719 -0.11347893 -0.10038335 0.43741844 0.33548623 0.23281971 0.21751102 -0.05054778 0.22970863 0.58209733 0.23281971 0.59739879 0.43195111 0.24339534 -0.09766248 0.54569719 0.21751102 0.43195111 0.57570768 *** 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) = -0.2798943033 Kirchhoff stress 0.86147E-02 -0.28908E-01 -0.79967E-01 -0.28908E-01 0.86147E-02 -0.79967E-01 -0.79967E-01 -0.79967E-01 -0.16557E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.40190973 0.56812043 0.81727687 -0.18378335 0.07646882 0.27344754 0.56812043 0.40190973 0.81727687 -0.18378335 0.27344754 0.07646882 0.81727687 0.81727687 2.16969610 0.41440895 0.59314794 0.59314794 -0.18378335 -0.18378335 0.41440895 0.30379099 0.26200672 0.26200672 0.07646882 0.27344754 0.59314794 0.26200672 0.52281616 0.40899102 0.27344754 0.07646882 0.59314794 0.26200672 0.40899102 0.52281616 *** 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) = -0.2799182153 Kirchhoff stress 0.11296E-01 -0.28783E-01 -0.77844E-01 -0.28783E-01 0.62715E-02 -0.82110E-01 -0.77844E-01 -0.82110E-01 -0.16534E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83325682 0.60002134 0.87071117 -0.10038335 -0.09766248 0.22970863 0.60002134 0.74879493 0.89157048 -0.11347893 0.24339534 -0.05054778 0.87071117 0.89157048 2.18972222 0.43741844 0.54569719 0.58209733 -0.10038335 -0.11347893 0.43741844 0.33548623 0.21751102 0.23281971 -0.09766248 0.24339534 0.54569719 0.21751102 0.57570768 0.43195111 0.22970863 -0.05054778 0.58209733 0.23281971 0.43195111 0.59739879 *** 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) = -0.2799838006 Kirchhoff stress 0.12558E-01 -0.28672E-01 -0.75014E-01 -0.28672E-01 0.48692E-02 -0.84425E-01 -0.75014E-01 -0.84425E-01 -0.16484E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79088173 0.59504879 0.84281767 -0.10247404 -0.11140060 0.22518439 0.59504879 0.80493982 0.90901992 -0.09013818 0.24358124 -0.09577635 0.84281767 0.90901992 2.17699326 0.44366280 0.52559161 0.58376832 -0.10247404 -0.09013818 0.44366280 0.33045352 0.21246953 0.23358255 -0.11140060 0.24358124 0.52559161 0.21246953 0.54807804 0.43821455 0.22518439 -0.09577635 0.58376832 0.23358255 0.43821455 0.61462355 *** 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) = -0.2800896776 Kirchhoff stress 0.14075E-01 -0.28422E-01 -0.72128E-01 -0.28422E-01 0.33666E-02 -0.86513E-01 -0.72128E-01 -0.86513E-01 -0.16401E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82943202 0.59947774 0.83729658 -0.10297749 -0.13027316 0.21601184 0.59947774 0.82582647 0.93929491 -0.10040365 0.24166191 -0.06547677 0.83729658 0.93929491 2.17087262 0.43777730 0.50627431 0.60164985 -0.10297749 -0.10040365 0.43777730 0.33460626 0.20277556 0.23230672 -0.13027316 0.24166191 0.50627431 0.20277556 0.54260835 0.43230223 0.21601184 -0.06547677 0.60164985 0.23230672 0.43230223 0.64471779 *** 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) = -0.2802350330 Kirchhoff stress 0.15493E-01 -0.28144E-01 -0.69139E-01 -0.28144E-01 0.16982E-02 -0.88376E-01 -0.69139E-01 -0.88376E-01 -0.16286E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85053054 0.60048164 0.82044552 -0.09609406 -0.14146427 0.21052113 0.60048164 0.80702421 0.95451364 -0.10483934 0.24405456 -0.05250698 0.82044552 0.95451364 2.16357190 0.43433023 0.48626803 0.61284289 -0.09609406 -0.10483934 0.43433023 0.33545695 0.19677232 0.23537941 -0.14146427 0.24405456 0.48626803 0.19677232 0.52584438 0.42888672 0.21052113 -0.05250698 0.61284289 0.23537941 0.42888672 0.65993983 *** 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) = -0.2804189604 Kirchhoff stress 0.16729E-01 -0.27777E-01 -0.66040E-01 -0.27777E-01 0.25076E-03 -0.90032E-01 -0.66040E-01 -0.90032E-01 -0.16137E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87854072 0.60687007 0.80451053 -0.08867375 -0.15146794 0.20457983 0.60687007 0.84029945 0.97037748 -0.09640883 0.24488599 -0.03685942 0.80451053 0.97037748 2.14093089 0.42944929 0.45674445 0.63213669 -0.08867375 -0.09640883 0.42944929 0.34155009 0.19035222 0.23690073 -0.15146794 0.24488599 0.45674445 0.19035222 0.51009867 0.42402848 0.20457983 -0.03685942 0.63213669 0.23690073 0.42402848 0.67558203 *** 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) = -0.2806399267 Kirchhoff stress 0.17926E-01 -0.27347E-01 -0.62828E-01 -0.27347E-01 -0.12638E-02 -0.91550E-01 -0.62828E-01 -0.91550E-01 -0.15954E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86885572 0.60384369 0.78495655 -0.08002099 -0.16877512 0.20155201 0.60384369 0.82369435 0.97925842 -0.09514709 0.24557457 -0.03026805 0.78495655 0.97925842 2.12970516 0.42777262 0.43495113 0.63992352 -0.08002099 -0.09514709 0.42777262 0.33818729 0.18691846 0.23826666 -0.16877512 0.24557457 0.43495113 0.18691846 0.49066965 0.42238813 0.20155201 -0.03026805 0.63992352 0.23826666 0.42238813 0.68426718 *** 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) = -0.2809012172 Kirchhoff stress 0.20088E-01 -0.26765E-01 -0.58420E-01 -0.26765E-01 -0.27203E-02 -0.92701E-01 -0.58420E-01 -0.92701E-01 -0.15621E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71608455 0.60746512 0.58757427 -0.09316084 -0.34473477 0.17767859 0.60746512 0.82459691 0.99974845 -0.09591100 0.24671561 -0.01274041 0.58757427 0.99974845 1.93274432 0.40358056 0.21894409 0.62852644 -0.09316084 -0.09591100 0.40358056 0.34089268 0.16257478 0.23955517 -0.34473477 0.24671561 0.21894409 0.16257478 0.29229651 0.39821690 0.17767859 -0.01274041 0.62852644 0.23955517 0.39821690 0.70395786 *** 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) = -0.2812053450 Kirchhoff stress 0.21280E-01 -0.26164E-01 -0.54889E-01 -0.26164E-01 -0.41255E-02 -0.93657E-01 -0.54889E-01 -0.93657E-01 -0.15357E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89236668 0.61132659 0.75237820 -0.08293992 -0.18539721 0.18303543 0.61132659 0.83563799 1.01633139 -0.09393871 0.24884462 0.00203646 0.75237820 1.01633139 2.11828553 0.41203165 0.38893426 0.65545817 -0.08293992 -0.09393871 0.41203165 0.34423770 0.16753900 0.24231899 -0.18539721 0.24884462 0.38893426 0.16753900 0.45711055 0.40671256 0.18303543 0.00203646 0.65545817 0.24231899 0.40671256 0.72027058 *** 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) = -0.2815426247 Kirchhoff stress 0.22237E-01 -0.25515E-01 -0.51433E-01 -0.25515E-01 -0.55225E-02 -0.94382E-01 -0.51433E-01 -0.94382E-01 -0.15076E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91563646 0.61222480 0.73863614 -0.07818716 -0.19034710 0.17414330 0.61222480 0.78824264 1.03050441 -0.10398393 0.24924657 0.01486585 0.73863614 1.03050441 2.10243683 0.40476772 0.36868731 0.66201620 -0.07818716 -0.10398393 0.40476772 0.34469585 0.15831583 0.24344027 -0.19034710 0.24924657 0.36868731 0.15831583 0.44356652 0.39952075 0.17414330 0.01486585 0.66201620 0.24344027 0.39952075 0.73431385 *** 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) = -0.2819127584 Kirchhoff stress 0.23236E-01 -0.24802E-01 -0.47849E-01 -0.24802E-01 -0.70226E-02 -0.94929E-01 -0.47849E-01 -0.94929E-01 -0.14765E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86456946 0.60633697 0.71739829 -0.09138301 -0.20924709 0.16777329 0.60633697 0.82050085 1.04337656 -0.09895936 0.24586020 0.02857864 0.71739829 1.04337656 2.08557235 0.39714143 0.33858152 0.66931724 -0.09138301 -0.09895936 0.39714143 0.33834775 0.15171442 0.24073341 -0.20924709 0.24586020 0.33858152 0.15171442 0.42244790 0.39198754 0.16777329 0.02857864 0.66931724 0.24073341 0.39198754 0.74722101 *** 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) = -0.2823148779 Kirchhoff stress 0.24237E-01 -0.23975E-01 -0.44307E-01 -0.23975E-01 -0.82795E-02 -0.95177E-01 -0.44307E-01 -0.95177E-01 -0.14428E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91084442 0.61744287 0.70845809 -0.07606639 -0.20549133 0.15892309 0.61744287 0.83852216 1.05434409 -0.09153305 0.24643731 0.04206823 0.70845809 1.05434409 2.04529200 0.38923530 0.32424217 0.66405332 -0.07606639 -0.09153305 0.38923530 0.34868891 0.14265699 0.24205163 -0.20549133 0.24643731 0.32424217 0.14265699 0.41354862 0.38410680 0.15892309 0.04206823 0.66405332 0.24205163 0.38410680 0.75813472 *** 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) = -0.2827455482 Kirchhoff stress 0.24892E-01 -0.23156E-01 -0.40767E-01 -0.23156E-01 -0.94825E-02 -0.95200E-01 -0.40767E-01 -0.95200E-01 -0.14073E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94271057 0.62291389 0.69302303 -0.06501468 -0.21466789 0.14961821 0.62291389 0.83366826 1.06295927 -0.09123946 0.24185147 0.05152966 0.69302303 1.06295927 2.02407258 0.37637938 0.29153283 0.66447433 -0.06501468 -0.09123946 0.37637938 0.35359191 0.13318248 0.23819119 -0.21466789 0.24185147 0.29153283 0.13318248 0.39841557 0.37135406 0.14961821 0.05152966 0.66447433 0.23819119 0.37135406 0.76670735 *** 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) = -0.2832022364 Kirchhoff stress 0.25466E-01 -0.22287E-01 -0.37256E-01 -0.22287E-01 -0.10639E-01 -0.94987E-01 -0.37256E-01 -0.94987E-01 -0.13691E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94884195 0.62212954 0.67865491 -0.06268450 -0.21994100 0.13874962 0.62212954 0.81912524 1.06225545 -0.08528297 0.24038600 0.05005009 0.67865491 1.06225545 1.99448439 0.36463926 0.26383649 0.65208428 -0.06268450 -0.08528297 0.36463926 0.35214752 0.12213938 0.23742963 -0.21994100 0.24038600 0.26383649 0.12213938 0.38421356 0.35969532 0.13874962 0.05005009 0.65208428 0.23742963 0.35969532 0.76585269 *** 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) = -0.2836834485 Kirchhoff stress 0.25989E-01 -0.21397E-01 -0.33730E-01 -0.21397E-01 -0.11772E-01 -0.94591E-01 -0.33730E-01 -0.94591E-01 -0.13290E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92778411 0.62433339 0.65335324 -0.05285291 -0.24276044 0.13639902 0.62433339 0.82527914 1.07320508 -0.09320576 0.23097843 0.07012121 0.65335324 1.07320508 1.95791167 0.35260939 0.22750470 0.65139707 -0.05285291 -0.09320576 0.35260939 0.35358990 0.11963195 0.22865671 -0.24276044 0.23097843 0.22750470 0.11963195 0.35894529 0.34775015 0.13639902 0.07012121 0.65139707 0.22865671 0.34775015 0.77657593 *** 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) = -0.2841877275 Kirchhoff stress 0.26415E-01 -0.20520E-01 -0.30268E-01 -0.20520E-01 -0.12811E-01 -0.93925E-01 -0.30268E-01 -0.93925E-01 -0.12866E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97021900 0.63583115 0.65508554 -0.06028212 -0.22571297 0.12405576 0.63583115 0.92339853 1.08215623 -0.13486916 0.22896390 0.08274226 0.65508554 1.08215623 1.91865922 0.33785936 0.21167659 0.64925182 -0.06028212 -0.13486916 0.33785936 0.36430620 0.10715815 0.22728763 -0.22571297 0.22896390 0.21167659 0.10715815 0.36070840 0.33312531 0.12405576 0.08274226 0.64925182 0.22728763 0.33312531 0.78532096 *** 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) = -0.2847141947 Kirchhoff stress 0.26572E-01 -0.19173E-01 -0.26883E-01 -0.19173E-01 -0.15496E-01 -0.93021E-01 -0.26883E-01 -0.93021E-01 -0.12423E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97705611 0.60776815 0.64309705 -0.04660746 -0.23045542 0.11580571 0.60776815 0.44304269 1.08783044 0.01245735 0.22470343 0.09336534 0.64309705 1.08783044 1.88399445 0.32602389 0.18658874 0.64454406 -0.04660746 0.01245735 0.32602389 0.33641160 0.09883346 0.22370622 -0.23045542 0.22470343 0.18658874 0.09883346 0.34887291 0.32117965 0.11580571 0.09336534 0.64454406 0.22370622 0.32117965 0.79177437 *** 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) = -0.2852654983 Kirchhoff stress 0.26642E-01 -0.18049E-01 -0.23585E-01 -0.18049E-01 -0.16854E-01 -0.91889E-01 -0.23585E-01 -0.91889E-01 -0.11970E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99233134 0.62707732 0.61041750 -0.03403600 -0.24608528 0.12239077 0.62707732 0.85091292 1.06314384 -0.08181754 0.20616502 0.11116457 0.61041750 1.06314384 1.80724929 0.33858327 0.13057291 0.66846302 -0.03403600 -0.08181754 0.33858327 0.35521941 0.10539064 0.20583154 -0.24608528 0.20616502 0.13057291 0.10539064 0.31640320 0.33376928 0.12239077 0.11116457 0.66846302 0.20583154 0.33376928 0.76721610 *** 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) = -0.2858341860 Kirchhoff stress 0.27204E-01 -0.17520E-01 -0.19639E-01 -0.17520E-01 -0.17112E-01 -0.91231E-01 -0.19639E-01 -0.91231E-01 -0.11399E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90806431 0.58458886 0.49465614 0.00513182 -0.32577429 0.18130261 0.58458886 0.81901554 0.97572363 -0.04534196 0.13518487 0.18980917 0.49465614 0.97572363 1.54388563 0.42212215 -0.04225489 0.80290648 0.00513182 -0.04534196 0.42212215 0.31132922 0.16464580 0.13508650 -0.32577429 0.13518487 -0.04225489 0.16464580 0.19993656 0.41768854 0.18130261 0.18980917 0.80290648 0.13508650 0.41768854 0.67877414 *** 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) = -0.2864219158 Kirchhoff stress 0.27391E-01 -0.16660E-01 -0.16243E-01 -0.16660E-01 -0.17525E-01 -0.89911E-01 -0.16243E-01 -0.89911E-01 -0.10884E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99586028 0.64287749 0.61909333 -0.04917133 -0.23225725 0.09006981 0.64287749 0.88288677 1.10005576 -0.09661697 0.20923464 0.11754385 0.61909333 1.10005576 1.80372245 0.28385369 0.12618884 0.60598496 -0.04917133 -0.09661697 0.28385369 0.36840233 0.07357490 0.20959772 -0.23225725 0.20923464 0.12618884 0.07357490 0.32410715 0.27959610 0.09006981 0.11754385 0.60598496 0.20959772 0.27959610 0.80258730 *** 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) = -0.2870192364 Kirchhoff stress 0.27261E-01 -0.15695E-01 -0.13186E-01 -0.15695E-01 -0.18053E-01 -0.88183E-01 -0.13186E-01 -0.88183E-01 -0.10388E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00569007 0.64237127 0.60616697 -0.04201718 -0.23673010 0.08482719 0.64237127 0.81397271 1.09556907 -0.10411761 0.19903264 0.12624885 0.60616697 1.09556907 1.76563146 0.27456217 0.09380571 0.60329118 -0.04201718 -0.10411761 0.27456217 0.36693242 0.06843490 0.19997271 -0.23673010 0.19903264 0.09380571 0.06843490 0.31121759 0.27043493 0.08482719 0.12624885 0.60329118 0.19997271 0.27043493 0.79789329 *** 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) = -0.2876245393 Kirchhoff stress 0.26994E-01 -0.14710E-01 -0.10238E-01 -0.14710E-01 -0.18587E-01 -0.86286E-01 -0.10238E-01 -0.86286E-01 -0.98864E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02466760 0.65220418 0.60152291 -0.03240760 -0.23412347 0.07705129 0.65220418 0.87982299 1.09817942 -0.09362862 0.19132193 0.13566484 0.60152291 1.09817942 1.73222643 0.25992968 0.07562422 0.59102265 -0.03240760 -0.09362862 0.25992968 0.37587552 0.06082161 0.19281041 -0.23412347 0.19132193 0.07562422 0.06082161 0.30665144 0.25593306 0.07705129 0.13566484 0.59102265 0.19281041 0.25593306 0.80037648 *** 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) = -0.2882344185 Kirchhoff stress 0.26662E-01 -0.13762E-01 -0.74329E-02 -0.13762E-01 -0.18875E-01 -0.84166E-01 -0.74329E-02 -0.84166E-01 -0.93765E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02912443 0.65711484 0.59118668 -0.02571469 -0.23711362 0.07024382 0.65711484 0.88585154 1.09611286 -0.09135774 0.18384733 0.13995640 0.59118668 1.09611286 1.69271010 0.24611185 0.05240224 0.57540577 -0.02571469 -0.09135774 0.24611185 0.37978030 0.05419222 0.18586058 -0.23711362 0.18384733 0.05240224 0.05419222 0.29636683 0.24228129 0.07024382 0.13995640 0.57540577 0.18586058 0.24228129 0.79805863 *** 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) = -0.2888466697 Kirchhoff stress 0.26287E-01 -0.12836E-01 -0.46980E-02 -0.12836E-01 -0.19072E-01 -0.81890E-01 -0.46980E-02 -0.81890E-01 -0.88571E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04092255 0.66176125 0.58844533 -0.02360605 -0.23334728 0.06262483 0.66176125 0.88983660 1.09473397 -0.09146762 0.17614034 0.14496059 0.58844533 1.09473397 1.65864703 0.23150649 0.03455537 0.55931975 -0.02360605 -0.09146762 0.23150649 0.38333355 0.04678949 0.17858207 -0.23334728 0.17614034 0.03455537 0.04678949 0.29353073 0.22785758 0.06262483 0.14496059 0.55931975 0.17858207 0.22785758 0.79635226 *** 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) = -0.2894585323 Kirchhoff stress 0.25704E-01 -0.11891E-01 -0.21947E-02 -0.11891E-01 -0.19227E-01 -0.79445E-01 -0.21947E-02 -0.79445E-01 -0.83442E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04657066 0.66486508 0.58609589 -0.01966523 -0.23068030 0.05340414 0.66486508 0.85337927 1.08539309 -0.09379399 0.16765877 0.13168945 0.58609589 1.08539309 1.62675046 0.21729395 0.01877813 0.54053354 -0.01966523 -0.09379399 0.21729395 0.38551020 0.03787312 0.17059517 -0.23068030 0.16765877 0.01877813 0.03787312 0.29133522 0.21381018 0.05340414 0.13168945 0.54053354 0.17059517 0.21381018 0.78689913 *** 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) = -0.2900691436 Kirchhoff stress 0.25837E-01 -0.11021E-01 0.42408E-03 -0.11021E-01 -0.20377E-01 -0.77207E-01 0.42408E-03 -0.77207E-01 -0.78356E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.59342647 0.63653340 0.50651747 -0.10592472 -0.40586792 0.00469023 0.63653340 0.44217135 1.01254655 -0.18102147 0.11991055 -0.02151383 0.50651747 1.01254655 1.54879687 0.17606642 -0.03144203 0.48447441 -0.10592472 -0.18102147 0.17606642 0.35644372 -0.01028619 0.12316872 -0.40586792 0.11991055 -0.03144203 -0.01028619 0.21154799 0.17280854 0.00469023 -0.02151383 0.48447441 0.12316872 0.17280854 0.71465933 *** 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) = -0.2906963674 Kirchhoff stress 0.26173E-01 -0.99989E-02 0.29847E-02 -0.99989E-02 -0.21168E-01 -0.74633E-01 0.29847E-02 -0.74633E-01 -0.73210E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09441199 0.70010767 0.59329925 -0.06463044 -0.20516717 0.01785763 0.70010767 0.93255862 1.08825645 -0.09508783 0.16374115 0.15327547 0.59329925 1.08825645 1.56157003 0.17865323 -0.00874636 0.50103996 -0.06463044 -0.09508783 0.17865323 0.41901393 0.00333800 0.16722993 -0.20516717 0.16374115 -0.00874636 0.00333800 0.29790801 0.17552032 0.01785763 0.15327547 0.50103996 0.16722993 0.17552032 0.79079244 *** 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) = -0.2913197712 Kirchhoff stress 0.26784E-01 -0.97601E-02 0.56882E-02 -0.97601E-02 -0.20551E-01 -0.72012E-01 0.56882E-02 -0.72012E-01 -0.67797E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67299689 0.57228126 0.49708100 0.19686329 -0.40130478 0.12819925 0.57228126 0.89853381 1.05561566 -0.01932271 0.09402050 0.19143883 0.49708100 1.05561566 1.49762296 0.21720147 -0.07065125 0.50370425 0.19686329 -0.01932271 0.21720147 0.28922061 0.11419450 0.09747501 -0.40130478 0.09402050 -0.07065125 0.11419450 0.20078231 0.21461779 0.12819925 0.19143883 0.50370425 0.09747501 0.21461779 0.75758399 *** 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) = -0.2919427662 Kirchhoff stress 0.26429E-01 -0.91039E-02 0.77966E-02 -0.91039E-02 -0.20138E-01 -0.69109E-01 0.77966E-02 -0.69109E-01 -0.62696E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01810725 0.67701358 0.57105975 0.02086999 -0.24246913 0.04066114 0.67701358 0.93448853 1.06890661 -0.07152171 0.12957862 0.16670281 0.57105975 1.06890661 1.47988869 0.16675027 -0.04866226 0.46529977 0.02086999 -0.07152171 0.16675027 0.39262591 0.02708618 0.13320895 -0.24246913 0.12957862 -0.04866226 0.02708618 0.27447827 0.16443651 0.04066114 0.16670281 0.46529977 0.13320895 0.16443651 0.77056146 *** 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) = -0.2925536649 Kirchhoff stress 0.25636E-01 -0.82830E-02 0.95154E-02 -0.82830E-02 -0.19702E-01 -0.65971E-01 0.95154E-02 -0.65971E-01 -0.57738E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03823135 0.69178510 0.57809782 0.00249268 -0.21472032 0.02817041 0.69178510 0.94894893 1.06103311 -0.07400699 0.12907635 0.16400856 0.57809782 1.06103311 1.44473739 0.14979810 -0.05619179 0.44422373 0.00249268 -0.07400699 0.14979810 0.40631275 0.01500682 0.13296521 -0.21472032 0.12907635 -0.05619179 0.01500682 0.28148059 0.14764623 0.02817041 0.16400856 0.44422373 0.13296521 0.14764623 0.76247627 *** 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) = -0.2931505378 Kirchhoff stress 0.24775E-01 -0.75071E-02 0.11040E-01 -0.75071E-02 -0.19361E-01 -0.62744E-01 0.11040E-01 -0.62744E-01 -0.52887E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05636656 0.69452816 0.58122157 0.00041900 -0.20863774 0.02248397 0.69452816 0.89629106 1.05077222 -0.08145363 0.12240149 0.16359974 0.58122157 1.05077222 1.41323442 0.13608735 -0.06480667 0.41848146 0.00041900 -0.08145363 0.13608735 0.40810765 0.00976384 0.12651149 -0.20863774 0.12240149 -0.06480667 0.00976384 0.28456528 0.13410461 0.02248397 0.16359974 0.41848146 0.12651149 0.13410461 0.75214492 *** 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) = -0.2937317550 Kirchhoff stress 0.23853E-01 -0.67219E-02 0.12411E-01 -0.67219E-02 -0.18824E-01 -0.59456E-01 0.12411E-01 -0.59456E-01 -0.48174E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03966109 0.69529598 0.57709290 -0.00153318 -0.20873587 0.01878968 0.69529598 0.93801811 1.04033073 -0.07402882 0.11623169 0.15932628 0.57709290 1.04033073 1.36272270 0.12647594 -0.08011085 0.39774241 -0.00153318 -0.07402882 0.12647594 0.40779549 0.00655040 0.12049578 -0.20873587 0.11623169 -0.08011085 0.00655040 0.28034492 0.12460789 0.01878968 0.15932628 0.39774241 0.12049578 0.12460789 0.74153945 *** 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) = -0.2942955082 Kirchhoff stress 0.22972E-01 -0.59730E-02 0.13633E-01 -0.59730E-02 -0.18172E-01 -0.56100E-01 0.13633E-01 -0.56100E-01 -0.43505E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05204329 0.70406263 0.58434978 0.00309503 -0.20084513 0.01525074 0.70406263 0.95344673 1.03325019 -0.07149417 0.10514531 0.15816351 0.58434978 1.03325019 1.32692490 0.11407958 -0.08948078 0.37832237 0.00309503 -0.07149417 0.11407958 0.41535144 0.00351669 0.10946510 -0.20084513 0.10514531 -0.08948078 0.00351669 0.28730446 0.11231254 0.01525074 0.15816351 0.37832237 0.10946510 0.11231254 0.73418587 *** 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) = -0.2948394722 Kirchhoff stress 0.21989E-01 -0.52797E-02 0.14559E-01 -0.52797E-02 -0.17444E-01 -0.52674E-01 0.14559E-01 -0.52674E-01 -0.39041E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05717282 0.71704685 0.59350519 0.01376694 -0.18786812 0.00944426 0.71704685 0.96445511 1.02273784 -0.06343208 0.09690726 0.15304791 0.59350519 1.02273784 1.28951633 0.10236990 -0.09352544 0.35632840 0.01376694 -0.06343208 0.10236990 0.42726925 -0.00177292 0.10133351 -0.18786812 0.09690726 -0.09352544 -0.00177292 0.29632922 0.10072210 0.00944426 0.15304791 0.35632840 0.10133351 0.10072210 0.72348793 *** 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) = -0.2953613575 Kirchhoff stress 0.20853E-01 -0.46509E-02 0.15284E-01 -0.46509E-02 -0.16697E-01 -0.49227E-01 0.15284E-01 -0.49227E-01 -0.34744E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08489830 0.72829483 0.59884579 0.02302817 -0.17874087 0.00586528 0.72829483 0.93956865 1.00660024 -0.05941297 0.08836140 0.14515549 0.59884579 1.00660024 1.25431772 0.09072787 -0.09984953 0.32881600 0.02302817 -0.05941297 0.09072787 0.43767946 -0.00473554 0.09286001 -0.17874087 0.08836140 -0.09984953 -0.00473554 0.30170716 0.08924745 0.00586528 0.14515549 0.32881600 0.09286001 0.08924745 0.70734747 *** 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) = -0.2958598628 Kirchhoff stress 0.19655E-01 -0.40612E-02 0.15803E-01 -0.40612E-02 -0.16041E-01 -0.45782E-01 0.15803E-01 -0.45782E-01 -0.30674E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08234693 0.73168174 0.60609424 0.02220367 -0.17018175 0.00290325 0.73168174 0.95972584 0.99695119 -0.05740022 0.08047895 0.14237218 0.60609424 0.99695119 1.24490196 0.07988034 -0.10153933 0.30652759 0.02220367 -0.05740022 0.07988034 0.44044966 -0.00697580 0.08501685 -0.17018175 0.08047895 -0.10153933 -0.00697580 0.30911621 0.07857932 0.00290325 0.14237218 0.30652759 0.08501685 0.07857932 0.69798047 *** 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) = -0.2963331012 Kirchhoff stress 0.18457E-01 -0.35173E-02 0.16126E-01 -0.35173E-02 -0.15144E-01 -0.42293E-01 0.16126E-01 -0.42293E-01 -0.26773E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05340724 0.73549168 0.59793894 0.02221944 -0.17611786 0.00129829 0.73549168 0.97876504 0.98333022 -0.05317968 0.07356417 0.13511640 0.59793894 0.98333022 1.21793270 0.07179959 -0.11424098 0.28263753 0.02221944 -0.05317968 0.07179959 0.44337758 -0.00802625 0.07806285 -0.17611786 0.07356417 -0.11424098 -0.00802625 0.30085573 0.07064197 0.00129829 0.13511640 0.28263753 0.07806285 0.07064197 0.68417722 *** 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) = -0.2967803677 Kirchhoff stress 0.17374E-01 -0.30127E-02 0.16317E-01 -0.30127E-02 -0.14204E-01 -0.38822E-01 0.16317E-01 -0.38822E-01 -0.23051E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07056402 0.74034415 0.62334035 0.01967650 -0.14478454 -0.00312760 0.74034415 0.98519795 0.97005568 -0.05078742 0.06708231 0.12839323 0.62334035 0.97005568 1.21648521 0.06075903 -0.09771163 0.25593682 0.01967650 -0.05078742 0.06075903 0.44727754 -0.01183997 0.07141590 -0.14478454 0.06708231 -0.09771163 -0.01183997 0.32597716 0.05974917 -0.00312760 0.12839323 0.25593682 0.07141590 0.05974917 0.67074189 *** 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) = -0.2971994008 Kirchhoff stress 0.16088E-01 -0.25317E-02 0.16198E-01 -0.25317E-02 -0.13234E-01 -0.35364E-01 0.16198E-01 -0.35364E-01 -0.19630E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07928114 0.74501568 0.62839854 0.02200515 -0.13935935 -0.00417230 0.74501568 0.98932486 0.95374619 -0.04382035 0.05999885 0.11865862 0.62839854 0.95374619 1.19493224 0.05337067 -0.10385198 0.23577462 0.02200515 -0.04382035 0.05337067 0.45121793 -0.01226608 0.06424345 -0.13935935 0.05999885 -0.10385198 -0.01226608 0.33101439 0.05248027 -0.00417230 0.11865862 0.23577462 0.06424345 0.05248027 0.65438762 *** 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) = -0.2975888009 Kirchhoff stress 0.14785E-01 -0.21137E-02 0.15893E-01 -0.21137E-02 -0.12297E-01 -0.31921E-01 0.15893E-01 -0.31921E-01 -0.16416E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08471303 0.75191996 0.63794055 0.02318800 -0.13017622 -0.00648535 0.75191996 0.94678382 0.94185270 -0.04468076 0.05261143 0.11328183 0.63794055 0.94185270 1.16979786 0.04309910 -0.10409341 0.21012364 0.02318800 -0.04468076 0.04309910 0.45749215 -0.01395399 0.05671378 -0.13017622 0.05261143 -0.10409341 -0.01395399 0.34050879 0.04233678 -0.00648535 0.11328183 0.21012364 0.05671378 0.04233678 0.64250716 *** 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) = -0.2979476790 Kirchhoff stress 0.13452E-01 -0.17231E-02 0.15381E-01 -0.17231E-02 -0.11232E-01 -0.28499E-01 0.15381E-01 -0.28499E-01 -0.13443E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08802888 0.75363074 0.64851508 0.01906172 -0.11851010 -0.00989917 0.75363074 0.99998857 0.92700419 -0.04174175 0.04421744 0.10254496 0.64851508 0.92700419 1.15109197 0.03414156 -0.10003997 0.18830886 0.01906172 -0.04174175 0.03414156 0.45856346 -0.01675927 0.04814435 -0.11851010 0.04421744 -0.10003997 -0.01675927 0.35102845 0.03348980 -0.00989917 0.10254496 0.18830886 0.04814435 0.03348980 0.62759999 *** 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) = -0.2982745314 Kirchhoff stress 0.12230E-01 -0.13946E-02 0.14694E-01 -0.13946E-02 -0.10138E-01 -0.25164E-01 0.14694E-01 -0.25164E-01 -0.10719E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07242251 0.75966965 0.65209215 0.02117397 -0.11671236 -0.00848085 0.75966965 1.00139959 0.90648140 -0.03553349 0.03887994 0.08797143 0.65209215 0.90648140 1.12116471 0.02886471 -0.10372944 0.16185549 0.02117397 -0.03553349 0.02886471 0.46396180 -0.01463936 0.04254865 -0.11671236 0.03887994 -0.10372944 -0.01463936 0.35446712 0.02834001 -0.00848085 0.08797143 0.16185549 0.04254865 0.02834001 0.60712982 *** 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) = -0.2985694546 Kirchhoff stress 0.10903E-01 -0.10846E-02 0.13844E-01 -0.10846E-02 -0.90317E-02 -0.21926E-01 0.13844E-01 -0.21926E-01 -0.82938E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07447241 0.76340101 0.66696945 0.02106719 -0.09947743 -0.00875872 0.76340101 1.01642610 0.89504096 -0.03175098 0.03408427 0.08500310 0.66696945 0.89504096 1.10556970 0.02473822 -0.08852450 0.14230739 0.02106719 -0.03175098 0.02473822 0.46718908 -0.01416382 0.03742178 -0.09947743 0.03408427 -0.08852450 -0.01416382 0.36927606 0.02432242 -0.00875872 0.08500310 0.14230739 0.03742178 0.02432242 0.59582753 *** 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) = -0.2988306536 Kirchhoff stress 0.95119E-02 -0.83349E-03 0.12722E-01 -0.83349E-03 -0.80168E-02 -0.18844E-01 0.12722E-01 -0.18844E-01 -0.62845E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07627306 0.76542556 0.68078855 0.01709763 -0.08508712 -0.01016291 0.76542556 0.82960351 0.70056056 -0.04079777 0.01623370 -0.09142146 0.68078855 0.70056056 0.88840325 0.00436217 -0.09755486 -0.06817787 0.01709763 -0.04079777 0.00436217 0.46885633 -0.01484614 0.01928852 -0.08508712 0.01623370 -0.09755486 -0.01484614 0.38315259 0.00404432 -0.01016291 -0.09142146 -0.06817787 0.01928852 0.00404432 0.40154868 *** 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) = -0.2990653192 Kirchhoff stress 0.81175E-02 -0.66968E-03 0.11360E-01 -0.66968E-03 -0.78865E-02 -0.16777E-01 0.11360E-01 -0.16777E-01 -0.55401E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06038253 0.76924861 0.69442013 0.01586003 -0.07413629 -0.01025728 0.76924861 1.03181560 0.87989770 -0.02417310 0.02462723 0.07923696 0.69442013 0.87989770 1.10090388 0.01302818 -0.07296713 0.11843591 0.01586003 -0.02417310 0.01302818 0.47285905 -0.01375077 0.02738268 -0.07413629 0.02462723 -0.07296713 -0.01375077 0.39734850 0.01282744 -0.01025728 0.07923696 0.11843591 0.02738268 0.01282744 0.58207065 *** 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) = -0.2992676269 Kirchhoff stress 0.67903E-02 -0.45763E-03 0.98962E-02 -0.45763E-03 -0.65601E-02 -0.13620E-01 0.98962E-02 -0.13620E-01 -0.38203E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06038803 0.77040680 0.70600765 0.01404695 -0.06072214 -0.00807106 0.77040680 1.02941832 0.85493222 -0.01952118 0.02013370 0.06005106 0.70600765 0.85493222 1.07831677 0.00909271 -0.06422181 0.09022259 0.01404695 -0.01952118 0.00909271 0.47359072 -0.01100757 0.02252362 -0.06072214 0.02013370 -0.06422181 -0.01100757 0.40879905 0.00894654 -0.00807106 0.06005106 0.09022259 0.02252362 0.00894654 0.55702573 *** 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) = -0.2994336599 Kirchhoff stress 0.54110E-02 -0.29162E-03 0.82374E-02 -0.29162E-03 -0.52399E-02 -0.10625E-01 0.82374E-02 -0.10625E-01 -0.24440E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06328575 0.77337465 0.71862627 0.00883361 -0.04687958 -0.00687661 0.77337465 1.03972689 0.84096009 -0.01589335 0.01481094 0.04836011 0.71862627 0.84096009 1.07283559 0.00511860 -0.05416591 0.07122365 0.00883361 -0.01589335 0.00511860 0.47624073 -0.00923539 0.01681065 -0.04687958 0.01481094 -0.05416591 -0.00923539 0.42134012 0.00502191 -0.00687661 0.04836011 0.07122365 0.01681065 0.00502191 0.54302201 *** 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) = -0.2995630111 Kirchhoff stress 0.40901E-02 -0.16460E-03 0.64816E-02 -0.16460E-03 -0.39208E-02 -0.77627E-02 0.64816E-02 -0.77627E-02 -0.13097E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06321386 0.77642494 0.72858460 0.01025472 -0.04314264 -0.00740822 0.77642494 1.03471707 0.82287168 -0.01194143 0.00982324 0.03258109 0.72858460 0.82287168 1.05691390 0.00372719 -0.04660499 0.04749008 0.01025472 -0.01194143 0.00372719 0.47892874 -0.00917498 0.01125911 -0.04314264 0.00982324 -0.04660499 -0.00917498 0.43097528 0.00367524 -0.00740822 0.03258109 0.04749008 0.01125911 0.00367524 0.52482576 *** 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) = -0.2996560568 Kirchhoff stress 0.26838E-02 -0.72574E-04 0.44874E-02 -0.72574E-04 -0.27446E-02 -0.50700E-02 0.44874E-02 -0.50700E-02 -0.59630E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05561974 0.77568442 0.74734163 0.00368594 -0.02643114 -0.00639581 0.77568442 1.03786267 0.79802132 -0.00666192 0.00589940 0.01442031 0.74734163 0.79802132 1.04642032 0.00212135 -0.03111367 0.02553602 0.00368594 -0.00666192 0.00212135 0.47821114 -0.00749642 0.00688075 -0.02643114 0.00589940 -0.03111367 -0.00749642 0.44979828 0.00209902 -0.00639581 0.01442031 0.02553602 0.00688075 0.00209902 0.50027373 *** 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) = -0.2997125955 Kirchhoff stress 0.14057E-02 -0.19668E-04 0.23300E-02 -0.19668E-04 -0.13852E-02 -0.24810E-02 0.23300E-02 -0.24810E-02 -0.15418E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05235779 0.77895240 0.76434990 0.00261143 -0.01115269 -0.00302111 0.77895240 1.05430673 0.79534073 -0.00409377 0.00312222 0.01341668 0.76434990 0.79534073 1.05909623 0.00012803 -0.01450670 0.01712466 0.00261143 -0.00409377 0.00012803 0.48133951 -0.00353277 0.00361884 -0.01115269 0.00312222 -0.01450670 -0.00353277 0.46673265 0.00012359 -0.00302111 0.01341668 0.01712466 0.00361884 0.00012359 0.49768704 *** 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) = -0.2997315737 Kirchhoff stress 0.15100E-11 -0.73438E-16 0.82398E-16 -0.74320E-16 0.15101E-11 -0.25314E-15 0.85776E-16 -0.25784E-15 0.15101E-11 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05654071 0.77868269 0.77868269 0.00000000 -0.00000000 -0.00000000 0.77868269 1.05654071 0.77868269 0.00000000 0.00000000 0.00000000 0.77868269 0.77868269 1.05654071 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 0.48103879 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.48103879 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.48103879 * CB-KIM calculation successfully completed