---------------------------------------------------------------------------- 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(bcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 2.00000 0.00000 0.00000 a2 = 0.00000 2.00000 0.00000 a3 = 1.00000 1.00000 1.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: Pair_Morse_Shifted_GirifalcoWeizer_MedCutoff_Cu__MO_173787283511_001 Maximum cut-off distance: 8.4596500000 **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 2.0000000000000000 0.0000000000000000 1.0000000000000000 0.0000000000000000 2.0000000000000000 1.0000000000000000 0.0000000000000000 0.0000000000000000 1.0000000000000000 *** WARNING: In mod_qclib/build_on_the_fly: Number of neighbors ( 403) exceeds maxlats. Increasing maxlats to 800. *** WARNING: In mod_poten_kim/Calc_Local: maxncry was increased in getlats, which means that RijList_LC(:,:,1) is now too small. There may be a considerable wait as I rebuild the local neighbor lists. *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while *** WARNING: cgstep detected a warning set by build_on_the_fly: Many neighbors found, be patient this may take a while Relaxed lattice vectors 2.87052988120871965805 0.00000000000000007068 1.43526494060435916289 0.00000000000000007068 2.87052988120871654942 1.43526494060435827471 -0.00000000000000143791 -0.00000000000000001993 1.43526494060435694244 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 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) = -0.2936361822 Kirchhoff stress 0.33106E-09 0.50972E-17 -0.97726E-15 0.10964E-16 0.33106E-09 0.28273E-16 -0.97024E-15 0.28419E-16 0.33106E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92808983 0.83542570 0.83542570 -0.00000000 0.00000000 0.00000000 0.83542570 0.92808983 0.83542570 0.00000000 0.00000000 -0.00000000 0.83542570 0.83542570 0.92808983 0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.83542570 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.83542570 0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.83542570 *** step number: 1 *** 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) = -0.2932924670 Kirchhoff stress -0.69421E-03 0.14939E-02 -0.15062E-01 0.14939E-02 0.14752E-02 0.17612E-01 -0.15062E-01 0.17612E-01 0.14746E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99653387 0.82532817 0.77825612 -0.03131508 0.00782283 -0.06648189 0.82532817 0.86377111 0.88548449 0.03016289 0.05744823 -0.01098158 0.77825612 0.88548449 0.91572968 -0.00801269 0.03493755 -0.04425723 -0.03131508 0.03016289 -0.00801269 0.82532817 -0.06648189 0.05744823 0.00782283 0.05744823 0.03493755 -0.06648189 0.77825612 -0.00801269 -0.06648189 -0.01098158 -0.04425723 0.05744823 -0.00801269 0.88548449 *** step number: 2 *** 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) = -0.2921989754 Kirchhoff stress -0.63436E-02 0.57605E-02 -0.29216E-01 0.57605E-02 0.12914E-02 0.37911E-01 -0.29216E-01 0.37911E-01 0.22695E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11050578 0.80605659 0.72697389 -0.05683511 0.02176072 -0.14058450 0.80605659 0.82269301 0.93423224 0.05479114 0.10403425 -0.02515430 0.72697389 0.93423224 0.90437213 -0.03293492 0.06996871 -0.09841028 -0.05683511 0.05479114 -0.03293492 0.80605659 -0.14058450 0.10403425 0.02176072 0.10403425 0.06996871 -0.14058450 0.72697389 -0.03293492 -0.14058450 -0.02515430 -0.09841028 0.10403425 -0.03293492 0.93423224 *** step number: 3 *** 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) = -0.2902483697 Kirchhoff stress -0.16467E-01 0.12381E-01 -0.42629E-01 0.12381E-01 0.93881E-03 0.61100E-01 -0.42629E-01 0.61100E-01 0.31461E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.25584384 0.77869273 0.68242861 -0.07259824 0.03978705 -0.21801652 0.77869273 0.79534590 0.97596073 0.06958849 0.13994228 -0.04770195 0.68242861 0.97596073 0.88732674 -0.07209206 0.10475602 -0.16266308 -0.07259824 0.06958849 -0.07209206 0.77869273 -0.21801652 0.13994228 0.03978705 0.13994228 0.10475602 -0.21801652 0.68242861 -0.07209206 -0.21801652 -0.04770195 -0.16266308 0.13994228 -0.07209206 0.97596073 *** step number: 4 *** 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) = -0.2872889321 Kirchhoff stress -0.31962E-01 0.20592E-01 -0.56421E-01 0.20592E-01 0.77349E-03 0.87215E-01 -0.56421E-01 0.87215E-01 0.35362E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.43372341 0.74638951 0.64628164 -0.07237009 0.06585701 -0.29606951 0.74638951 0.77658612 1.01088111 0.07233835 0.16639709 -0.08135372 0.64628164 1.01088111 0.86665689 -0.12436829 0.14369352 -0.23737081 -0.07237009 0.07233835 -0.12436829 0.74638951 -0.29606951 0.16639709 0.06585701 0.16639709 0.14369352 -0.29606951 0.64628164 -0.12436829 -0.29606951 -0.08135372 -0.23737081 0.16639709 -0.12436829 1.01088111 *** step number: 5 *** 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) = -0.2831314421 Kirchhoff stress -0.52789E-01 0.29194E-01 -0.71096E-01 0.29194E-01 0.10661E-02 0.11625E+00 -0.71096E-01 0.11625E+00 0.24989E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.63429877 0.71331229 0.61979392 -0.05082522 0.09937740 -0.37183792 0.71331229 0.75948552 1.03913834 0.06365313 0.18456675 -0.12829134 0.61979392 1.03913834 0.84878056 -0.18614856 0.18832760 -0.32422272 -0.05082522 0.06365313 -0.18614856 0.71331229 -0.37183792 0.18456675 0.09937740 0.18456675 0.18832760 -0.37183792 0.61979392 -0.18614856 -0.37183792 -0.12829134 -0.32422272 0.18456675 -0.18614856 1.03913834 *** step number: 6 *** 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) = -0.2775853737 Kirchhoff stress -0.78726E-01 0.37400E-01 -0.87176E-01 0.37400E-01 0.13538E-02 0.14752E+00 -0.87176E-01 0.14752E+00 -0.26917E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84934726 0.68363688 0.60206544 -0.00736530 0.13884919 -0.44197189 0.68363688 0.74487757 1.06036914 0.04395952 0.19662447 -0.18749618 0.60206544 1.06036914 0.83442237 -0.25449053 0.24107393 -0.42098358 -0.00736530 0.04395952 -0.25449053 0.68363688 -0.44197189 0.19662447 0.13884919 0.19662447 0.24107393 -0.44197189 0.60206544 -0.25449053 -0.44197189 -0.18749618 -0.42098358 0.19662447 -0.25449053 1.06036914 *** step number: 7 *** 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) = -0.2704518718 Kirchhoff stress -0.11137E+00 0.43936E-01 -0.10546E+00 0.43936E-01 0.22756E-02 0.18104E+00 -0.10546E+00 0.18104E+00 -0.57696E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.08904032 0.66386900 0.59593518 0.06101006 0.18513888 -0.50678348 0.66386900 0.71433480 1.07569360 0.01861124 0.20633776 -0.26148446 0.59593518 1.07569360 0.82770942 -0.32758909 0.30457622 -0.52729610 0.06101006 0.01861124 -0.32758909 0.66386900 -0.50678348 0.20633776 0.18513888 0.20633776 0.30457622 -0.50678348 0.59593518 -0.32758909 -0.50678348 -0.26148446 -0.52729610 0.20633776 -0.32758909 1.07569360 *** step number: 8 *** 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) = -0.2615240537 Kirchhoff stress -0.14941E+00 0.47763E-01 -0.12604E+00 0.47763E-01 0.23973E-02 0.21599E+00 -0.12604E+00 0.21599E+00 -0.14336E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.33707460 0.65756301 0.59917764 0.15472699 0.23601422 -0.56452892 0.65756301 0.67660404 1.08645294 -0.00783762 0.21569346 -0.34666667 0.59917764 1.08645294 0.82941386 -0.40256820 0.37863932 -0.64080906 0.15472699 -0.00783762 -0.40256820 0.65756301 -0.56452892 0.21569346 0.23601422 0.21569346 0.37863932 -0.56452892 0.59917764 -0.40256820 -0.56452892 -0.34666667 -0.64080906 0.21569346 -0.40256820 1.08645294 *** step number: 9 *** 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) = -0.2506578332 Kirchhoff stress -0.19181E+00 0.48412E-01 -0.14932E+00 0.48412E-01 0.92456E-03 0.25201E+00 -0.14932E+00 0.25201E+00 -0.27189E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58127689 0.66683158 0.61184731 0.27186145 0.28998193 -0.61535125 0.66683158 0.63110980 1.09617021 -0.03303401 0.22763552 -0.44067292 0.61184731 1.09617021 0.84736865 -0.47827010 0.46602551 -0.76157742 0.27186145 -0.03303401 -0.47827010 0.66683158 -0.61535125 0.22763552 0.28998193 0.22763552 0.46602551 -0.61535125 0.61184731 -0.47827010 -0.61535125 -0.44067292 -0.76157742 0.22763552 -0.47827010 1.09617021 *** step number: 10 *** 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) = -0.2377313426 Kirchhoff stress -0.23831E+00 0.45679E-01 -0.17521E+00 0.45679E-01 -0.32473E-02 0.28844E+00 -0.17521E+00 0.28844E+00 -0.44412E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.82146499 0.69534858 0.63203484 0.40949957 0.34688924 -0.65889945 0.69534858 0.58212683 1.10547145 -0.05411875 0.24235990 -0.53839980 0.63203484 1.10547145 0.88039217 -0.55524731 0.56550131 -0.88842876 0.40949957 -0.05411875 -0.55524731 0.69534858 -0.65889945 0.24235990 0.34688924 0.24235990 0.56550131 -0.65889945 0.63203484 -0.55524731 -0.65889945 -0.53839980 -0.88842876 0.24235990 -0.55524731 1.10547145 *** step number: 11 *** 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) = -0.2226820658 Kirchhoff stress -0.28730E+00 0.38094E-01 -0.20363E+00 0.38094E-01 -0.10212E-01 0.32520E+00 -0.20363E+00 0.32520E+00 -0.66768E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.04458013 0.74306249 0.65840507 0.56822150 0.40450578 -0.69758583 0.74306249 0.52389061 1.11637598 -0.05904604 0.26259459 -0.63844597 0.65840507 1.11637598 0.93435047 -0.62977452 0.67613086 -1.02060474 0.56822150 -0.05904604 -0.62977452 0.74306249 -0.69758583 0.26259459 0.40450578 0.26259459 0.67613086 -0.69758583 0.65840507 -0.62977452 -0.69758583 -0.63844597 -1.02060474 0.26259459 -0.62977452 1.11637598 *** step number: 12 *** 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) = -0.2054942523 Kirchhoff stress -0.33667E+00 0.26800E-01 -0.23397E+00 0.26800E-01 -0.20635E-01 0.36240E+00 -0.23397E+00 0.36240E+00 -0.93692E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.23512578 0.80852873 0.68868119 0.73921704 0.46171159 -0.73244047 0.80852873 0.46343574 1.12708464 -0.05126536 0.28536223 -0.73881241 0.68868119 1.12708464 1.00366921 -0.70452038 0.79528184 -1.16083477 0.73921704 -0.05126536 -0.70452038 0.80852873 -0.73244047 0.28536223 0.46171159 0.28536223 0.79528184 -0.73244047 0.68868119 -0.70452038 -0.73244047 -0.73881241 -1.16083477 0.28536223 -0.70452038 1.12708464 *** step number: 13 *** 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) = -0.1861870200 Kirchhoff stress -0.38722E+00 0.11086E-01 -0.26713E+00 0.11086E-01 -0.35846E-01 0.39941E+00 -0.26713E+00 0.39941E+00 -0.12726E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.40275367 0.89510783 0.72789262 0.92263765 0.52267281 -0.76216816 0.89510783 0.40637320 1.14148655 -0.02307599 0.31330981 -0.83645412 0.72789262 1.14148655 1.10298687 -0.77797465 0.92822285 -1.30569016 0.92263765 -0.02307599 -0.77797465 0.89510783 -0.76216816 0.31330981 0.52267281 0.31330981 0.92822285 -0.76216816 0.72789262 -0.77797465 -0.76216816 -0.83645412 -1.30569016 0.31330981 -0.77797465 1.14148655 *** step number: 14 *** 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) = -0.1648124497 Kirchhoff stress -0.43665E+00 -0.85960E-02 -0.30250E+00 -0.85960E-02 -0.56722E-01 0.43621E+00 -0.30250E+00 0.43621E+00 -0.16702E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.53210006 1.00134252 0.77258772 1.11152674 0.58487129 -0.78787423 1.00134252 0.36285506 1.15916420 0.02852788 0.34433457 -0.92816500 0.77258772 1.15916420 1.22812076 -0.85010065 1.07294967 -1.45652035 1.11152674 0.02852788 -0.85010065 1.00134252 -0.78787423 0.34433457 0.58487129 0.34433457 1.07294967 -0.78787423 0.77258772 -0.85010065 -0.78787423 -0.92816500 -1.45652035 0.34433457 -0.85010065 1.15916420 *** step number: 15 *** 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) = -0.1415149487 Kirchhoff stress -0.48238E+00 -0.31401E-01 -0.33964E+00 -0.31401E-01 -0.83495E-01 0.47212E+00 -0.33964E+00 0.47212E+00 -0.21336E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.60731124 1.12219356 0.82028152 1.29937640 0.64689376 -0.80865796 1.12219356 0.33776369 1.18186225 0.10204512 0.37770797 -1.00851147 0.82028152 1.18186225 1.38274896 -0.92054570 1.22706275 -1.61033962 1.29937640 0.10204512 -0.92054570 1.12219356 -0.80865796 0.37770797 0.64689376 0.37770797 1.22706275 -0.80865796 0.82028152 -0.92054570 -0.80865796 -1.00851147 -1.61033962 0.37770797 -0.92054570 1.18186225 *** step number: 16 *** 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) = -0.1164391996 Kirchhoff stress -0.52399E+00 -0.57145E-01 -0.37900E+00 -0.57145E-01 -0.11594E+00 0.50816E+00 -0.37900E+00 0.50816E+00 -0.26648E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.63160735 1.25618282 0.87312742 1.48140759 0.71144017 -0.82622669 1.25618282 0.33445679 1.20480362 0.20340199 0.41303092 -1.08271587 0.87312742 1.20480362 1.56973202 -0.98865463 1.39424687 -1.77223878 1.48140759 0.20340199 -0.98865463 1.25618282 -0.82622669 0.41303092 0.71144017 0.41303092 1.39424687 -0.82622669 0.87312742 -0.98865463 -0.82622669 -1.08271587 -1.77223878 0.41303092 -0.98865463 1.20480362 *** step number: 17 *** 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) = -0.8975538625E-01 Kirchhoff stress -0.56099E+00 -0.84558E-01 -0.42035E+00 -0.84558E-01 -0.15378E+00 0.54388E+00 -0.42035E+00 0.54388E+00 -0.32695E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.61044770 1.39983629 0.93150780 1.64793504 0.77859836 -0.83953664 1.39983629 0.35298649 1.22928830 0.33115341 0.44953146 -1.14782127 0.93150780 1.22928830 1.79231682 -1.05395604 1.57316940 -1.93981024 1.64793504 0.33115341 -1.05395604 1.39983629 -0.83953664 0.44953146 0.77859836 0.44953146 1.57316940 -0.83953664 0.93150780 -1.05395604 -0.83953664 -1.14782127 -1.93981024 0.44953146 -1.05395604 1.22928830 *** step number: 18 *** 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) = -0.6166167979E-01 Kirchhoff stress -0.59073E+00 -0.11268E+00 -0.46323E+00 -0.11268E+00 -0.19698E+00 0.57890E+00 -0.46323E+00 0.57890E+00 -0.39504E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.52768145 1.54629336 0.99331364 1.79287855 0.84640365 -0.84718272 1.54629336 0.40296968 1.25544811 0.48441897 0.48549616 -1.20214360 0.99331364 1.25544811 2.05359575 -1.11541028 1.76205071 -2.11081292 1.79287855 0.48441897 -1.11541028 1.54629336 -0.84718272 0.48549616 0.84640365 0.48549616 1.76205071 -0.84718272 0.99331364 -1.11541028 -0.84718272 -1.20214360 -2.11081292 0.48549616 -1.11541028 1.25544811 *** step number: 19 *** 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) = -0.3239019969E-01 Kirchhoff stress -0.61374E+00 -0.14067E+00 -0.50784E+00 -0.14067E+00 -0.24525E+00 0.61309E+00 -0.50784E+00 0.61309E+00 -0.47149E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.39922235 1.69143186 1.05985258 1.91267074 0.91605166 -0.84889091 1.69143186 0.48916841 1.28390347 0.66213509 0.52098663 -1.24486514 1.05985258 1.28390347 2.35912461 -1.17241886 1.96257774 -2.28433025 1.91267074 0.66213509 -1.17241886 1.69143186 -0.84889091 0.52098663 0.91605166 0.52098663 1.96257774 -0.84889091 1.05985258 -1.17241886 -0.84889091 -1.24486514 -2.28433025 0.52098663 -1.17241886 1.28390347 *** step number: 20 *** 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) = -0.2167135405E-02 Kirchhoff stress -0.62858E+00 -0.16736E+00 -0.55368E+00 -0.16736E+00 -0.29782E+00 0.64655E+00 -0.55368E+00 0.64655E+00 -0.55623E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.22146537 1.82801166 1.12900022 2.00196127 0.98555743 -0.84391570 1.82801166 0.61801468 1.31294609 0.86134660 0.55438897 -1.27807439 1.12900022 1.31294609 2.70938171 -1.22438016 2.17233835 -2.46048681 2.00196127 0.86134660 -1.22438016 1.82801166 -0.84391570 0.55438897 0.98555743 0.55438897 2.17233835 -0.84391570 1.12900022 -1.22438016 -0.84391570 -1.27807439 -2.46048681 0.55438897 -1.22438016 1.31294609 *** step number: 21 *** 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) = 0.2876733412E-01 Kirchhoff stress -0.63469E+00 -0.19136E+00 -0.60058E+00 -0.19136E+00 -0.35311E+00 0.67865E+00 -0.60058E+00 0.67865E+00 -0.64956E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.99910956 1.94820623 1.19990631 2.05694862 1.05370224 -0.83107951 1.94820623 0.78660522 1.34221811 1.07326118 0.58600176 -1.29820301 1.19990631 1.34221811 3.10777013 -1.26968871 2.39086792 -2.63676892 2.05694862 1.07326118 -1.26968871 1.94820623 -0.83107951 0.58600176 1.05370224 0.58600176 2.39086792 -0.83107951 1.19990631 -1.26968871 -0.83107951 -1.29820301 -2.63676892 0.58600176 -1.26968871 1.34221811 *** step number: 22 *** 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) = 0.6019421651E-01 Kirchhoff stress -0.63157E+00 -0.21223E+00 -0.64801E+00 -0.21223E+00 -0.40933E+00 0.70920E+00 -0.64801E+00 0.70920E+00 -0.75174E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.73559866 2.04624125 1.27001909 2.07787314 1.11693770 -0.80960200 2.04624125 0.98792979 1.37209690 1.29653625 0.61564798 -1.30671170 1.27001909 1.37209690 3.55776652 -1.30717720 2.61623186 -2.81100705 2.07787314 1.29653625 -1.30717720 2.04624125 -0.80960200 0.61564798 1.11693770 0.61564798 2.61623186 -0.80960200 1.27001909 -1.30717720 -0.80960200 -1.30671170 -2.81100705 0.61564798 -1.30717720 1.37209690 *** step number: 23 *** 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) = 0.9187029082E-01 Kirchhoff stress -0.61890E+00 -0.22852E+00 -0.69542E+00 -0.22852E+00 -0.46535E+00 0.73799E+00 -0.69542E+00 0.73799E+00 -0.86241E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.43539299 2.11508645 1.33743815 2.06136235 1.17288875 -0.77992183 2.11508645 1.22694618 1.40208652 1.52003908 0.64311158 -1.30221527 1.33743815 1.40208652 4.05610534 -1.33611758 2.84555501 -2.98338260 2.06136235 1.52003908 -1.33611758 2.11508645 -0.77992183 0.64311158 1.17288875 0.64311158 2.84555501 -0.77992183 1.33743815 -1.33611758 -0.77992183 -1.30221527 -2.98338260 0.64311158 -1.33611758 1.40208652 *** step number: 24 *** 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) = 0.1236122078 Kirchhoff stress -0.59750E+00 -0.24053E+00 -0.74257E+00 -0.24053E+00 -0.51876E+00 0.76466E+00 -0.74257E+00 0.76466E+00 -0.98179E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.11197330 2.15109276 1.40049415 2.01714133 1.22168438 -0.74023209 2.15109276 1.49097406 1.43023149 1.73822654 0.66827753 -1.28724329 1.40049415 1.43023149 4.60844609 -1.35431748 3.07800023 -3.15072401 2.01714133 1.73822654 -1.35431748 2.15109276 -0.74023209 0.66827753 1.22168438 0.66827753 3.07800023 -0.74023209 1.40049415 -1.35431748 -0.74023209 -1.28724329 -3.15072401 0.66827753 -1.35431748 1.43023149 *** step number: 25 *** 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) = 0.1552623590 Kirchhoff stress -0.56875E+00 -0.24703E+00 -0.78890E+00 -0.24703E+00 -0.56875E+00 0.78890E+00 -0.78890E+00 0.78890E+00 -0.11100E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.78008408 2.15431033 1.45808755 1.94108659 1.25985556 -0.69236784 2.15431033 1.78008408 1.45808755 1.94108659 0.69236784 -1.25985556 1.45808755 1.45808755 5.21610615 -1.36227567 3.31181683 -3.31181683 1.94108659 1.94108659 -1.36227567 2.15431033 -0.69236784 0.69236784 1.25985556 0.69236784 3.31181683 -0.69236784 1.45808755 -1.36227567 -0.69236784 -1.25985556 -3.31181683 0.69236784 -1.36227567 1.45808755 *** step number: 26 *** Deformation gradient in current step 0.48000000 -0.52000000 -0.52000000 0.52000000 1.52000000 0.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1866740274 Kirchhoff stress -0.53229E+00 -0.24827E+00 -0.83323E+00 -0.24827E+00 -0.61365E+00 0.81015E+00 -0.83323E+00 0.81015E+00 -0.12465E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.43871068 2.12223443 1.50500286 1.84093977 1.28238636 -0.63653975 2.12223443 2.08807932 1.48472601 2.12144115 0.71462998 -1.21828187 1.50500286 1.48472601 5.87761128 -1.35883915 3.54180340 -3.46419343 1.84093977 2.12144115 -1.35883915 2.12223443 -0.63653975 0.71462998 1.28238636 0.71462998 3.54180340 -0.63653975 1.50500286 -1.35883915 -0.63653975 -1.21828187 -3.46419343 0.71462998 -1.35883915 1.48472601 *** step number: 27 *** Deformation gradient in current step 0.46000000 -0.54000000 -0.54000000 0.54000000 1.54000000 0.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2177113180 Kirchhoff stress -0.48927E+00 -0.24416E+00 -0.87491E+00 -0.24416E+00 -0.65180E+00 0.82821E+00 -0.87491E+00 0.82821E+00 -0.13910E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09762657 2.05676614 1.53927659 1.71963166 1.28843646 -0.57563663 2.05676614 2.40153903 1.51064425 2.27297436 0.73574676 -1.16243427 1.53927659 1.51064425 6.59355642 -1.34479231 3.76468827 -3.60564551 1.71963166 2.27297436 -1.34479231 2.05676614 -0.57563663 0.73574676 1.28843646 0.73574676 3.76468827 -0.57563663 1.53927659 -1.34479231 -0.57563663 -1.16243427 -3.60564551 0.73574676 -1.34479231 1.51064425 *** step number: 28 *** Deformation gradient in current step 0.44000000 -0.56000000 -0.56000000 0.56000000 1.56000000 0.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2482729606 Kirchhoff stress -0.43980E+00 -0.23540E+00 -0.91256E+00 -0.23540E+00 -0.68101E+00 0.84289E+00 -0.91256E+00 0.84289E+00 -0.15420E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75803226 1.95805260 1.55634017 1.58353161 1.27374921 -0.51115786 1.95805260 2.70563344 1.53152435 2.39321910 0.75417583 -1.09234882 1.55634017 1.53152435 7.35754107 -1.31960748 3.97445281 -3.73508541 1.58353161 2.39321910 -1.31960748 1.95805260 -0.51115786 0.75417583 1.27374921 0.75417583 3.97445281 -0.51115786 1.55634017 -1.31960748 -0.51115786 -1.09234882 -3.73508541 0.75417583 -1.31960748 1.53152435 *** step number: 29 *** Deformation gradient in current step 0.42000000 -0.58000000 -0.58000000 0.58000000 1.58000000 0.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2782400790 Kirchhoff stress -0.38544E+00 -0.22219E+00 -0.94534E+00 -0.22219E+00 -0.70217E+00 0.85385E+00 -0.94534E+00 0.85385E+00 -0.16999E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.43018405 1.83242243 1.55433145 1.43752996 1.23835127 -0.44592726 1.83242243 3.00692440 1.55169718 2.47605358 0.76963124 -1.00675110 1.55433145 1.55169718 8.17316711 -1.28542851 4.16692888 -3.84956173 1.43752996 2.47605358 -1.28542851 1.83242243 -0.44592726 0.76963124 1.23835127 0.76963124 4.16692888 -0.44592726 1.55433145 -1.28542851 -0.44592726 -1.00675110 -3.84956173 0.76963124 -1.28542851 1.55169718 *** step number: 30 *** Deformation gradient in current step 0.40000000 -0.60000000 -0.60000000 0.60000000 1.60000000 0.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3075600866 Kirchhoff stress -0.32651E+00 -0.20485E+00 -0.97270E+00 -0.20485E+00 -0.71162E+00 0.86173E+00 -0.97270E+00 0.86173E+00 -0.18628E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.11458806 1.68002485 1.53239661 1.28395291 1.18500083 -0.38336775 1.68002485 3.27124795 1.56297497 2.51864693 0.78126663 -0.90965452 1.53239661 1.56297497 9.03289650 -1.24385342 4.33954438 -3.95263718 1.28395291 2.51864693 -1.24385342 1.68002485 -0.38336775 0.78126663 1.18500083 0.78126663 4.33954438 -0.38336775 1.53239661 -1.24385342 -0.38336775 -0.90965452 -3.95263718 0.78126663 -1.24385342 1.56297497 *** step number: 31 *** Deformation gradient in current step 0.38000000 -0.62000000 -0.62000000 0.62000000 1.62000000 0.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3361961016 Kirchhoff stress -0.26450E+00 -0.18419E+00 -0.99348E+00 -0.18419E+00 -0.71015E+00 0.86609E+00 -0.99348E+00 0.86609E+00 -0.20299E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.17968682 1.50819357 1.48852689 1.12678245 1.11428950 -0.32572084 1.50819357 3.50214845 1.56589299 2.52139054 0.78616376 -0.80019733 1.48852689 1.56589299 9.93395579 -1.19600714 4.48623721 -4.03984069 1.12678245 2.52139054 -1.19600714 1.50819357 -0.32572084 0.78616376 1.11428950 0.78616376 4.48623721 -0.32572084 1.48852689 -1.19600714 -0.32572084 -0.80019733 -4.03984069 0.78616376 -1.19600714 1.56589299 *** step number: 32 *** Deformation gradient in current step 0.36000000 -0.64000000 -0.64000000 0.64000000 1.64000000 0.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3641105803 Kirchhoff stress -0.20062E+00 -0.16118E+00 -0.10067E+01 -0.16118E+00 -0.69737E+00 0.86703E+00 -0.10067E+01 0.86703E+00 -0.22001E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.44693908 1.32216660 1.42273424 0.97240236 1.02737155 -0.27517277 1.32216660 3.69193709 1.55732272 2.48531630 0.78207559 -0.68092870 1.42273424 1.55732272 10.87049707 -1.14390323 4.60167354 -4.11044634 0.97240236 2.48531630 -1.14390323 1.32216660 -0.27517277 0.78207559 1.02737155 0.78207559 4.60167354 -0.27517277 1.42273424 -1.14390323 -0.27517277 -0.68092870 -4.11044634 0.78207559 -1.14390323 1.55732272 *** step number: 33 *** Deformation gradient in current step 0.34000000 -0.66000000 -0.66000000 0.66000000 1.66000000 0.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3912637277 Kirchhoff stress -0.13667E+00 -0.13690E+00 -0.10119E+01 -0.13690E+00 -0.67445E+00 0.86407E+00 -0.10119E+01 0.86407E+00 -0.23734E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.67940958 1.12870833 1.33901941 0.82445571 0.92860421 -0.23119665 1.12870833 3.84557508 1.53764999 2.41478969 0.76714996 -0.55447243 1.33901941 1.53764999 11.84554936 -1.08844686 4.68167583 -4.15917141 0.82445571 2.41478969 -1.08844686 1.12870833 -0.23119665 0.76714996 0.92860421 0.76714996 4.68167583 -0.23119665 1.33901941 -1.08844686 -0.23119665 -0.55447243 -4.15917141 0.76714996 -1.08844686 1.53764999 *** step number: 34 *** Deformation gradient in current step 0.32000000 -0.68000000 -0.68000000 0.68000000 1.68000000 0.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4176355877 Kirchhoff stress -0.71620E-01 -0.11153E+00 -0.10088E+01 -0.11153E+00 -0.63897E+00 0.85765E+00 -0.10088E+01 0.85765E+00 -0.25458E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.88889531 0.92774009 1.23306236 0.68299193 0.82191126 -0.19569047 0.92774009 3.93723494 1.49767067 2.30615810 0.74005829 -0.42452347 1.23306236 1.49767067 12.83189582 -1.03012135 4.72502410 -4.18946827 0.68299193 2.30615810 -1.03012135 0.92774009 -0.19569047 0.74005829 0.82191126 0.74005829 4.72502410 -0.19569047 1.23306236 -1.03012135 -0.19569047 -0.42452347 -4.18946827 0.74005829 -1.03012135 1.49767067 *** step number: 35 *** Deformation gradient in current step 0.30000000 -0.70000000 -0.70000000 0.70000000 1.70000000 0.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4432103585 Kirchhoff stress -0.80380E-02 -0.86552E-01 -0.99720E+00 -0.86552E-01 -0.59365E+00 0.84742E+00 -0.99720E+00 0.84742E+00 -0.27185E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.06538728 0.72931549 1.11351046 0.55507483 0.71189918 -0.16624319 0.72931549 3.98136073 1.43990048 2.16579186 0.70000793 -0.29711752 1.11351046 1.43990048 13.83902507 -0.96933059 4.72903237 -4.19730689 0.55507483 2.16579186 -0.96933059 0.72931549 -0.16624319 0.70000793 0.71189918 0.70000793 4.72903237 -0.16624319 1.11351046 -0.96933059 -0.16624319 -0.29711752 -4.19730689 0.70000793 -0.96933059 1.43990048 *** step number: 36 *** Deformation gradient in current step 0.28000000 -0.72000000 -0.72000000 0.72000000 1.72000000 0.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4680110062 Kirchhoff stress 0.52861E-01 -0.62985E-01 -0.97738E+00 -0.62985E-01 -0.53710E+00 0.83350E+00 -0.97738E+00 0.83350E+00 -0.28894E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.20081279 0.53629347 0.98161125 0.44020632 0.60360082 -0.14345237 0.53629347 3.95368470 1.35957481 2.00178060 0.64872872 -0.18014655 0.98161125 1.35957481 14.85517581 -0.90565556 4.69168225 -4.18042807 0.44020632 2.00178060 -0.90565556 0.53629347 -0.14345237 0.64872872 0.60360082 0.64872872 4.69168225 -0.14345237 0.98161125 -0.90565556 -0.14345237 -0.18014655 -4.18042807 0.64872872 -0.90565556 1.35957481 *** step number: 37 *** Deformation gradient in current step 0.26000000 -0.74000000 -0.74000000 0.74000000 1.74000000 0.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4920432078 Kirchhoff stress 0.11057E+00 -0.41616E-01 -0.94936E+00 -0.41616E-01 -0.47178E+00 0.81493E+00 -0.94936E+00 0.81493E+00 -0.30576E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.30114281 0.35404827 0.84185424 0.34026976 0.50044732 -0.12438452 0.35404827 3.86775442 1.25771477 1.81796469 0.58659586 -0.07485916 0.84185424 1.25771477 15.87256230 -0.83839683 4.61177859 -4.13384357 0.34026976 1.81796469 -0.83839683 0.35404827 -0.12438452 0.58659586 0.50044732 0.58659586 4.61177859 -0.12438452 0.84185424 -0.83839683 -0.12438452 -0.07485916 -4.13384357 0.58659586 -0.83839683 1.25771477 *** step number: 38 *** Deformation gradient in current step 0.24000000 -0.76000000 -0.76000000 0.76000000 1.76000000 0.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5152703322 Kirchhoff stress 0.16479E+00 -0.22990E-01 -0.91338E+00 -0.22990E-01 -0.39935E+00 0.79135E+00 -0.91338E+00 0.79135E+00 -0.32220E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.37269083 0.18722140 0.69766481 0.25478233 0.40389320 -0.10819514 0.18722140 3.72559830 1.13630542 1.62001400 0.51695916 0.01423601 0.69766481 1.13630542 16.88312863 -0.76784743 4.48896728 -4.05507428 0.25478233 1.62001400 -0.76784743 0.18722140 -0.10819514 0.51695916 0.40389320 0.51695916 4.48896728 -0.10819514 0.69766481 -0.76784743 -0.10819514 0.01423601 -4.05507428 0.51695916 -0.76784743 1.13630542 *** step number: 39 *** Deformation gradient in current step 0.22000000 -0.78000000 -0.78000000 0.78000000 1.78000000 0.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5376339593 Kirchhoff stress 0.21455E+00 -0.78232E-02 -0.86959E+00 -0.78232E-02 -0.32164E+00 0.76175E+00 -0.86959E+00 0.76175E+00 -0.33816E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.41160780 0.03896080 0.55239119 0.18440060 0.31534377 -0.09233184 0.03896080 3.53114654 0.99839153 1.41501874 0.44269376 0.08601792 0.55239119 0.99839153 17.87788676 -0.69303678 4.32196507 -3.93835939 0.18440060 1.41501874 -0.69303678 0.03896080 -0.09233184 0.44269376 0.31534377 0.44269376 4.32196507 -0.09233184 0.55239119 -0.69303678 -0.09233184 0.08601792 -3.93835939 0.44269376 -0.69303678 0.99839153 *** step number: 40 *** Deformation gradient in current step 0.20000000 -0.80000000 -0.80000000 0.80000000 1.80000000 0.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5590416231 Kirchhoff stress 0.25950E+00 0.37323E-02 -0.81850E+00 0.37323E-02 -0.24037E+00 0.72593E+00 -0.81850E+00 0.72593E+00 -0.35345E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.41846554 -0.08946127 0.40820198 0.12660441 0.23770782 -0.07786687 -0.08946127 3.28882504 0.84607996 1.20929812 0.36736623 0.13816572 0.40820198 0.84607996 18.84381404 -0.61416615 4.11123787 -3.78228664 0.12660441 1.20929812 -0.61416615 -0.08946127 -0.07786687 0.36736623 0.23770782 0.36736623 4.11123787 -0.07786687 0.40820198 -0.61416615 -0.07786687 0.13816572 -3.78228664 0.36736623 -0.61416615 0.84607996 *** step number: 41 *** Deformation gradient in current step 0.18000000 -0.82000000 -0.82000000 0.82000000 1.82000000 0.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5793595798 Kirchhoff stress 0.29995E+00 0.11357E-01 -0.76000E+00 0.11357E-01 -0.15745E+00 0.68346E+00 -0.76000E+00 0.68346E+00 -0.36795E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.40227451 -0.19741577 0.26787474 0.08127061 0.16800253 -0.06353968 -0.19741577 3.00428205 0.68375404 1.01028018 0.29388293 0.16926580 0.26787474 0.68375404 19.77042064 -0.53103997 3.85614690 -3.58499427 0.08127061 1.01028018 -0.53103997 -0.19741577 -0.06353968 0.29388293 0.16800253 0.29388293 3.85614690 -0.06353968 0.26787474 -0.53103997 -0.06353968 0.16926580 -3.58499427 0.29388293 -0.53103997 0.68375404 *** step number: 42 *** Deformation gradient in current step 0.16000000 -0.84000000 -0.84000000 0.84000000 1.84000000 0.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5984262553 Kirchhoff stress 0.33479E+00 0.15755E-01 -0.69489E+00 0.15755E-01 -0.74960E-01 0.63368E+00 -0.69489E+00 0.63368E+00 -0.38150E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.35459691 -0.28477426 0.13425319 0.04418143 0.11007281 -0.05019634 -0.28477426 2.68606884 0.51628608 0.82175530 0.22636780 0.18274744 0.13425319 0.51628608 20.64437345 -0.44682662 3.55831103 -3.34254155 0.04418143 0.82175530 -0.44682662 -0.28477426 -0.05019634 0.22636780 0.11007281 0.22636780 3.55831103 -0.05019634 0.13425319 -0.44682662 -0.05019634 0.18274744 -3.34254155 0.22636780 -0.44682662 0.51628608 *** step number: 43 *** Deformation gradient in current step 0.14000000 -0.86000000 -0.86000000 0.86000000 1.86000000 0.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6160360748 Kirchhoff stress 0.36407E+00 0.17112E-01 -0.62346E+00 0.17112E-01 0.45724E-02 0.57609E+00 -0.62346E+00 0.57609E+00 -0.39399E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.28155500 -0.35280919 0.01117550 0.01449389 0.06320163 -0.03750433 -0.35280919 2.34777719 0.35191812 0.64951823 0.16638413 0.18202123 0.01117550 0.35191812 21.45804766 -0.36237432 3.21950286 -3.05237575 0.01449389 0.64951823 -0.36237432 -0.35280919 -0.03750433 0.16638413 0.06320163 0.16638413 3.21950286 -0.03750433 0.01117550 -0.36237432 -0.03750433 0.18202123 -3.05237575 0.16638413 -0.36237432 0.35191812 *** step number: 44 *** Deformation gradient in current step 0.12000000 -0.88000000 -0.88000000 0.88000000 1.88000000 0.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6319409859 Kirchhoff stress 0.38780E+00 0.16260E-01 -0.54590E+00 0.16260E-01 0.80162E-01 0.51116E+00 -0.54590E+00 0.51116E+00 -0.40517E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.18394393 -0.40445235 -0.10134275 -0.00904706 0.02478045 -0.02529986 -0.40445235 1.99318676 0.19294075 0.49396344 0.11636182 0.16729521 -0.10134275 0.19294075 22.19048848 -0.28001418 2.83993918 -2.71835704 -0.00904706 0.49396344 -0.28001418 -0.40445235 -0.02529986 0.11636182 0.02478045 0.11636182 2.83993918 -0.02529986 -0.10134275 -0.28001418 -0.02529986 0.16729521 -2.71835704 0.11636182 -0.28001418 0.19294075 *** step number: 45 *** Deformation gradient in current step 0.10000000 -0.90000000 -0.90000000 0.90000000 1.90000000 0.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6459146704 Kirchhoff stress 0.40542E+00 0.13260E-01 -0.46304E+00 0.13260E-01 0.14934E+00 0.43903E+00 -0.46304E+00 0.43903E+00 -0.41498E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.06056198 -0.44210383 -0.19944867 -0.02527795 -0.00402282 -0.01659884 -0.44210383 1.64011705 0.04762537 0.36415879 0.07638233 0.14547728 -0.19944867 0.04762537 22.83678312 -0.20316850 2.42518388 -2.34150458 -0.02527795 0.36415879 -0.20316850 -0.44210383 -0.01659884 0.07638233 -0.00402282 0.07638233 2.42518388 -0.01659884 -0.19944867 -0.20316850 -0.01659884 0.14547728 -2.34150458 0.07638233 -0.20316850 0.04762537 *** step number: 46 *** Deformation gradient in current step 0.08000000 -0.92000000 -0.92000000 0.92000000 1.92000000 0.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6577213032 Kirchhoff stress 0.41604E+00 0.97346E-02 -0.37572E+00 0.97346E-02 0.21225E+00 0.36052E+00 -0.37572E+00 0.36052E+00 -0.42321E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.90649283 -0.46836138 -0.27950151 -0.03522372 -0.02169071 -0.00981040 -0.46836138 1.28379839 -0.08355946 0.25087713 0.04598725 0.11624105 -0.27950151 -0.08355946 23.38296733 -0.13463831 1.97953801 -1.92695142 -0.03522372 0.25087713 -0.13463831 -0.46836138 -0.00981040 0.04598725 -0.02169071 0.04598725 1.97953801 -0.00981040 -0.27950151 -0.13463831 -0.00981040 0.11624105 -1.92695142 0.04598725 -0.13463831 -0.08355946 *** step number: 47 *** Deformation gradient in current step 0.06000000 -0.94000000 -0.94000000 0.94000000 1.94000000 0.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6671592783 Kirchhoff stress 0.41937E+00 0.59836E-02 -0.28483E+00 0.59836E-02 0.26792E+00 0.27640E+00 -0.28483E+00 0.27640E+00 -0.42977E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.72327761 -0.48587834 -0.33920688 -0.03918096 -0.02880675 -0.00592046 -0.48587834 0.92983827 -0.19437894 0.16067847 0.02505001 0.08362992 -0.33920688 -0.19437894 23.81984251 -0.07790944 1.50804142 -1.47904931 -0.03918096 0.16067847 -0.07790944 -0.48587834 -0.00592046 0.02505001 -0.02880675 0.02505001 1.50804142 -0.00592046 -0.33920688 -0.07790944 -0.00592046 0.08362992 -1.47904931 0.02505001 -0.07790944 -0.19437894 *** step number: 48 *** Deformation gradient in current step 0.04000000 -0.96000000 -0.96000000 0.96000000 1.96000000 0.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6740489564 Kirchhoff stress 0.41495E+00 0.27848E-02 -0.19098E+00 0.27848E-02 0.31487E+00 0.18731E+00 -0.19098E+00 0.18731E+00 -0.43454E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.51101230 -0.49652129 -0.37649114 -0.03587927 -0.02760048 -0.00333045 -0.49652129 0.59478016 -0.28195886 0.09037830 0.01139003 0.05258829 -0.37649114 -0.28195886 24.13738456 -0.03527825 1.01487030 -1.00258022 -0.03587927 0.09037830 -0.03527825 -0.49652129 -0.00333045 0.01139003 -0.02760048 0.01139003 1.01487030 -0.00333045 -0.37649114 -0.03527825 -0.00333045 0.05258829 -1.00258022 0.01139003 -0.03527825 -0.28195886 *** step number: 49 *** Deformation gradient in current step 0.02000000 -0.98000000 -0.98000000 0.98000000 1.98000000 0.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6782331624 Kirchhoff stress 0.40256E+00 0.68141E-03 -0.95618E-01 0.68141E-03 0.35244E+00 0.94734E-01 -0.95618E-01 0.94734E-01 -0.43744E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.27153953 -0.50125570 -0.39115262 -0.02372083 -0.01829503 -0.00157822 -0.50125570 0.28602604 -0.34363909 0.03747670 0.00389443 0.02407969 -0.39115262 -0.34363909 24.33103675 -0.00854958 0.50980755 -0.50694612 -0.02372083 0.03747670 -0.00854958 -0.50125570 -0.00157822 0.00389443 -0.01829503 0.00389443 0.50980755 -0.00157822 -0.39115262 -0.00854958 -0.00157822 0.02407969 -0.50694612 0.00389443 -0.00854958 -0.34363909 *** step number: 50 *** Deformation gradient in current step 0.00000000 -1.00000000 -1.00000000 1.00000000 2.00000000 1.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6796327070 Kirchhoff stress 0.38165E+00 -0.11596E-15 -0.44458E-14 -0.15570E-15 0.38165E+00 0.55785E-17 -0.44409E-14 0.00000E+00 -0.43842E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.00367338 -0.50288922 -0.37987153 0.00000000 -0.00000000 0.00000000 -0.50288922 -0.00367338 -0.37987153 0.00000000 0.00000000 -0.00000000 -0.37987153 -0.37987153 24.39682955 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.50288922 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.37987153 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.37987153 *** step number: 51 *** Deformation gradient in current step -0.02000000 -1.02000000 -1.02000000 1.02000000 2.02000000 1.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6782331624 Kirchhoff stress 0.35244E+00 0.68141E-03 0.94734E-01 0.68141E-03 0.40256E+00 -0.95618E-01 0.94734E-01 -0.95618E-01 -0.43744E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.28602604 -0.50125570 -0.34363909 0.03747670 0.02407969 0.00389443 -0.50125570 -0.27153953 -0.39115262 -0.02372083 -0.00157822 -0.01829503 -0.34363909 -0.39115262 24.33103675 -0.00854958 -0.50694612 0.50980755 0.03747670 -0.02372083 -0.00854958 -0.50125570 0.00389443 -0.00157822 0.02407969 -0.00157822 -0.50694612 0.00389443 -0.34363909 -0.00854958 0.00389443 -0.01829503 0.50980755 -0.00157822 -0.00854958 -0.39115262 *** step number: 52 *** Deformation gradient in current step -0.04000000 -1.04000000 -1.04000000 1.04000000 2.04000000 1.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6740489564 Kirchhoff stress 0.31487E+00 0.27848E-02 0.18731E+00 0.27848E-02 0.41495E+00 -0.19098E+00 0.18731E+00 -0.19098E+00 -0.43454E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.59478016 -0.49652129 -0.28195886 0.09037830 0.05258829 0.01139003 -0.49652129 -0.51101230 -0.37649114 -0.03587927 -0.00333045 -0.02760048 -0.28195886 -0.37649114 24.13738456 -0.03527825 -1.00258022 1.01487030 0.09037830 -0.03587927 -0.03527825 -0.49652129 0.01139003 -0.00333045 0.05258829 -0.00333045 -1.00258022 0.01139003 -0.28195886 -0.03527825 0.01139003 -0.02760048 1.01487030 -0.00333045 -0.03527825 -0.37649114 *** step number: 53 *** Deformation gradient in current step -0.06000000 -1.06000000 -1.06000000 1.06000000 2.06000000 1.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6671592783 Kirchhoff stress 0.26792E+00 0.59836E-02 0.27640E+00 0.59836E-02 0.41937E+00 -0.28483E+00 0.27640E+00 -0.28483E+00 -0.42977E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92983827 -0.48587834 -0.19437894 0.16067847 0.08362992 0.02505001 -0.48587834 -0.72327761 -0.33920688 -0.03918096 -0.00592046 -0.02880675 -0.19437894 -0.33920688 23.81984251 -0.07790944 -1.47904931 1.50804142 0.16067847 -0.03918096 -0.07790944 -0.48587834 0.02505001 -0.00592046 0.08362992 -0.00592046 -1.47904931 0.02505001 -0.19437894 -0.07790944 0.02505001 -0.02880675 1.50804142 -0.00592046 -0.07790944 -0.33920688 *** step number: 54 *** Deformation gradient in current step -0.08000000 -1.08000000 -1.08000000 1.08000000 2.08000000 1.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6577213032 Kirchhoff stress 0.21225E+00 0.97346E-02 0.36052E+00 0.97346E-02 0.41604E+00 -0.37572E+00 0.36052E+00 -0.37572E+00 -0.42321E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28379839 -0.46836138 -0.08355946 0.25087713 0.11624105 0.04598725 -0.46836138 -0.90649283 -0.27950151 -0.03522372 -0.00981040 -0.02169071 -0.08355946 -0.27950151 23.38296733 -0.13463831 -1.92695142 1.97953801 0.25087713 -0.03522372 -0.13463831 -0.46836138 0.04598725 -0.00981040 0.11624105 -0.00981040 -1.92695142 0.04598725 -0.08355946 -0.13463831 0.04598725 -0.02169071 1.97953801 -0.00981040 -0.13463831 -0.27950151 *** step number: 55 *** Deformation gradient in current step -0.10000000 -1.10000000 -1.10000000 1.10000000 2.10000000 1.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6459146704 Kirchhoff stress 0.14934E+00 0.13260E-01 0.43903E+00 0.13260E-01 0.40542E+00 -0.46304E+00 0.43903E+00 -0.46304E+00 -0.41498E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64011705 -0.44210383 0.04762537 0.36415879 0.14547728 0.07638233 -0.44210383 -1.06056198 -0.19944867 -0.02527795 -0.01659884 -0.00402282 0.04762537 -0.19944867 22.83678312 -0.20316850 -2.34150458 2.42518388 0.36415879 -0.02527795 -0.20316850 -0.44210383 0.07638233 -0.01659884 0.14547728 -0.01659884 -2.34150458 0.07638233 0.04762537 -0.20316850 0.07638233 -0.00402282 2.42518388 -0.01659884 -0.20316850 -0.19944867 *** step number: 56 *** Deformation gradient in current step -0.12000000 -1.12000000 -1.12000000 1.12000000 2.12000000 1.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6319409859 Kirchhoff stress 0.80162E-01 0.16260E-01 0.51116E+00 0.16260E-01 0.38780E+00 -0.54590E+00 0.51116E+00 -0.54590E+00 -0.40517E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.99318676 -0.40445235 0.19294075 0.49396344 0.16729521 0.11636182 -0.40445235 -1.18394393 -0.10134275 -0.00904706 -0.02529986 0.02478045 0.19294075 -0.10134275 22.19048848 -0.28001418 -2.71835704 2.83993918 0.49396344 -0.00904706 -0.28001418 -0.40445235 0.11636182 -0.02529986 0.16729521 -0.02529986 -2.71835704 0.11636182 0.19294075 -0.28001418 0.11636182 0.02478045 2.83993918 -0.02529986 -0.28001418 -0.10134275 *** step number: 57 *** Deformation gradient in current step -0.14000000 -1.14000000 -1.14000000 1.14000000 2.14000000 1.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6160360748 Kirchhoff stress 0.45724E-02 0.17112E-01 0.57609E+00 0.17112E-01 0.36407E+00 -0.62346E+00 0.57609E+00 -0.62346E+00 -0.39399E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.34777719 -0.35280919 0.35191812 0.64951823 0.18202123 0.16638413 -0.35280919 -1.28155500 0.01117550 0.01449389 -0.03750433 0.06320163 0.35191812 0.01117550 21.45804766 -0.36237432 -3.05237575 3.21950286 0.64951823 0.01449389 -0.36237432 -0.35280919 0.16638413 -0.03750433 0.18202123 -0.03750433 -3.05237575 0.16638413 0.35191812 -0.36237432 0.16638413 0.06320163 3.21950286 -0.03750433 -0.36237432 0.01117550 *** step number: 58 *** Deformation gradient in current step -0.16000000 -1.16000000 -1.16000000 1.16000000 2.16000000 1.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5984262553 Kirchhoff stress -0.74960E-01 0.15755E-01 0.63368E+00 0.15755E-01 0.33479E+00 -0.69489E+00 0.63368E+00 -0.69489E+00 -0.38150E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.68606884 -0.28477426 0.51628608 0.82175530 0.18274744 0.22636780 -0.28477426 -1.35459691 0.13425319 0.04418143 -0.05019634 0.11007281 0.51628608 0.13425319 20.64437345 -0.44682662 -3.34254155 3.55831103 0.82175530 0.04418143 -0.44682662 -0.28477426 0.22636780 -0.05019634 0.18274744 -0.05019634 -3.34254155 0.22636780 0.51628608 -0.44682662 0.22636780 0.11007281 3.55831103 -0.05019634 -0.44682662 0.13425319 *** step number: 59 *** Deformation gradient in current step -0.18000000 -1.18000000 -1.18000000 1.18000000 2.18000000 1.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5793595798 Kirchhoff stress -0.15745E+00 0.11357E-01 0.68346E+00 0.11357E-01 0.29995E+00 -0.76000E+00 0.68346E+00 -0.76000E+00 -0.36795E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.00428205 -0.19741577 0.68375404 1.01028018 0.16926580 0.29388293 -0.19741577 -1.40227451 0.26787474 0.08127061 -0.06353968 0.16800253 0.68375404 0.26787474 19.77042064 -0.53103997 -3.58499427 3.85614690 1.01028018 0.08127061 -0.53103997 -0.19741577 0.29388293 -0.06353968 0.16926580 -0.06353968 -3.58499427 0.29388293 0.68375404 -0.53103997 0.29388293 0.16800253 3.85614690 -0.06353968 -0.53103997 0.26787474 *** step number: 60 *** Deformation gradient in current step -0.20000000 -1.20000000 -1.20000000 1.20000000 2.20000000 1.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5590416231 Kirchhoff stress -0.24037E+00 0.37323E-02 0.72593E+00 0.37323E-02 0.25950E+00 -0.81850E+00 0.72593E+00 -0.81850E+00 -0.35345E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.28882504 -0.08946127 0.84607996 1.20929812 0.13816572 0.36736623 -0.08946127 -1.41846554 0.40820198 0.12660441 -0.07786687 0.23770782 0.84607996 0.40820198 18.84381404 -0.61416615 -3.78228664 4.11123787 1.20929812 0.12660441 -0.61416615 -0.08946127 0.36736623 -0.07786687 0.13816572 -0.07786687 -3.78228664 0.36736623 0.84607996 -0.61416615 0.36736623 0.23770782 4.11123787 -0.07786687 -0.61416615 0.40820198 *** step number: 61 *** Deformation gradient in current step -0.22000000 -1.22000000 -1.22000000 1.22000000 2.22000000 1.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5376339593 Kirchhoff stress -0.32164E+00 -0.78232E-02 0.76175E+00 -0.78232E-02 0.21455E+00 -0.86959E+00 0.76175E+00 -0.86959E+00 -0.33816E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.53114654 0.03896080 0.99839153 1.41501874 0.08601792 0.44269376 0.03896080 -1.41160780 0.55239119 0.18440060 -0.09233184 0.31534377 0.99839153 0.55239119 17.87788676 -0.69303678 -3.93835939 4.32196507 1.41501874 0.18440060 -0.69303678 0.03896080 0.44269376 -0.09233184 0.08601792 -0.09233184 -3.93835939 0.44269376 0.99839153 -0.69303678 0.44269376 0.31534377 4.32196507 -0.09233184 -0.69303678 0.55239119 *** step number: 62 *** Deformation gradient in current step -0.24000000 -1.24000000 -1.24000000 1.24000000 2.24000000 1.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.5152703322 Kirchhoff stress -0.39935E+00 -0.22990E-01 0.79135E+00 -0.22990E-01 0.16479E+00 -0.91338E+00 0.79135E+00 -0.91338E+00 -0.32220E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.72559830 0.18722140 1.13630542 1.62001400 0.01423601 0.51695916 0.18722140 -1.37269083 0.69766481 0.25478233 -0.10819514 0.40389320 1.13630542 0.69766481 16.88312863 -0.76784743 -4.05507428 4.48896728 1.62001400 0.25478233 -0.76784743 0.18722140 0.51695916 -0.10819514 0.01423601 -0.10819514 -4.05507428 0.51695916 1.13630542 -0.76784743 0.51695916 0.40389320 4.48896728 -0.10819514 -0.76784743 0.69766481 *** step number: 63 *** Deformation gradient in current step -0.26000000 -1.26000000 -1.26000000 1.26000000 2.26000000 1.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4920432078 Kirchhoff stress -0.47178E+00 -0.41616E-01 0.81493E+00 -0.41616E-01 0.11057E+00 -0.94936E+00 0.81493E+00 -0.94936E+00 -0.30576E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.86775442 0.35404827 1.25771477 1.81796469 -0.07485916 0.58659586 0.35404827 -1.30114281 0.84185424 0.34026976 -0.12438452 0.50044732 1.25771477 0.84185424 15.87256230 -0.83839683 -4.13384357 4.61177859 1.81796469 0.34026976 -0.83839683 0.35404827 0.58659586 -0.12438452 -0.07485916 -0.12438452 -4.13384357 0.58659586 1.25771477 -0.83839683 0.58659586 0.50044732 4.61177859 -0.12438452 -0.83839683 0.84185424 *** step number: 64 *** Deformation gradient in current step -0.28000000 -1.28000000 -1.28000000 1.28000000 2.28000000 1.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4680110062 Kirchhoff stress -0.53710E+00 -0.62985E-01 0.83350E+00 -0.62985E-01 0.52861E-01 -0.97738E+00 0.83350E+00 -0.97738E+00 -0.28894E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.95368470 0.53629347 1.35957481 2.00178060 -0.18014655 0.64872872 0.53629347 -1.20081279 0.98161125 0.44020632 -0.14345237 0.60360082 1.35957481 0.98161125 14.85517581 -0.90565556 -4.18042807 4.69168225 2.00178060 0.44020632 -0.90565556 0.53629347 0.64872872 -0.14345237 -0.18014655 -0.14345237 -4.18042807 0.64872872 1.35957481 -0.90565556 0.64872872 0.60360082 4.69168225 -0.14345237 -0.90565556 0.98161125 *** step number: 65 *** Deformation gradient in current step -0.30000000 -1.30000000 -1.30000000 1.30000000 2.30000000 1.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4432103585 Kirchhoff stress -0.59365E+00 -0.86552E-01 0.84742E+00 -0.86552E-01 -0.80380E-02 -0.99720E+00 0.84742E+00 -0.99720E+00 -0.27185E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.98136073 0.72931549 1.43990048 2.16579186 -0.29711752 0.70000793 0.72931549 -1.06538728 1.11351046 0.55507483 -0.16624319 0.71189918 1.43990048 1.11351046 13.83902507 -0.96933059 -4.19730689 4.72903237 2.16579186 0.55507483 -0.96933059 0.72931549 0.70000793 -0.16624319 -0.29711752 -0.16624319 -4.19730689 0.70000793 1.43990048 -0.96933059 0.70000793 0.71189918 4.72903237 -0.16624319 -0.96933059 1.11351046 *** step number: 66 *** Deformation gradient in current step -0.32000000 -1.32000000 -1.32000000 1.32000000 2.32000000 1.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.4176355877 Kirchhoff stress -0.63897E+00 -0.11153E+00 0.85765E+00 -0.11153E+00 -0.71620E-01 -0.10088E+01 0.85765E+00 -0.10088E+01 -0.25458E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.93723494 0.92774009 1.49767067 2.30615810 -0.42452347 0.74005829 0.92774009 -0.88889531 1.23306236 0.68299193 -0.19569047 0.82191126 1.49767067 1.23306236 12.83189582 -1.03012135 -4.18946827 4.72502410 2.30615810 0.68299193 -1.03012135 0.92774009 0.74005829 -0.19569047 -0.42452347 -0.19569047 -4.18946827 0.74005829 1.49767067 -1.03012135 0.74005829 0.82191126 4.72502410 -0.19569047 -1.03012135 1.23306236 *** step number: 67 *** Deformation gradient in current step -0.34000000 -1.34000000 -1.34000000 1.34000000 2.34000000 1.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3912637277 Kirchhoff stress -0.67445E+00 -0.13690E+00 0.86407E+00 -0.13690E+00 -0.13667E+00 -0.10119E+01 0.86407E+00 -0.10119E+01 -0.23734E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.84557508 1.12870833 1.53764999 2.41478969 -0.55447243 0.76714996 1.12870833 -0.67940958 1.33901941 0.82445571 -0.23119665 0.92860421 1.53764999 1.33901941 11.84554936 -1.08844686 -4.15917141 4.68167583 2.41478969 0.82445571 -1.08844686 1.12870833 0.76714996 -0.23119665 -0.55447243 -0.23119665 -4.15917141 0.76714996 1.53764999 -1.08844686 0.76714996 0.92860421 4.68167583 -0.23119665 -1.08844686 1.33901941 *** step number: 68 *** Deformation gradient in current step -0.36000000 -1.36000000 -1.36000000 1.36000000 2.36000000 1.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3641105803 Kirchhoff stress -0.69737E+00 -0.16118E+00 0.86703E+00 -0.16118E+00 -0.20062E+00 -0.10067E+01 0.86703E+00 -0.10067E+01 -0.22001E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.69193709 1.32216660 1.55732272 2.48531630 -0.68092870 0.78207559 1.32216660 -0.44693908 1.42273424 0.97240236 -0.27517277 1.02737155 1.55732272 1.42273424 10.87049707 -1.14390323 -4.11044634 4.60167354 2.48531630 0.97240236 -1.14390323 1.32216660 0.78207559 -0.27517277 -0.68092870 -0.27517277 -4.11044634 0.78207559 1.55732272 -1.14390323 0.78207559 1.02737155 4.60167354 -0.27517277 -1.14390323 1.42273424 *** step number: 69 *** Deformation gradient in current step -0.38000000 -1.38000000 -1.38000000 1.38000000 2.38000000 1.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3361961016 Kirchhoff stress -0.71015E+00 -0.18419E+00 0.86609E+00 -0.18419E+00 -0.26450E+00 -0.99348E+00 0.86609E+00 -0.99348E+00 -0.20299E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.50214845 1.50819357 1.56589299 2.52139054 -0.80019733 0.78616376 1.50819357 -0.17968682 1.48852689 1.12678245 -0.32572084 1.11428950 1.56589299 1.48852689 9.93395579 -1.19600714 -4.03984069 4.48623721 2.52139054 1.12678245 -1.19600714 1.50819357 0.78616376 -0.32572084 -0.80019733 -0.32572084 -4.03984069 0.78616376 1.56589299 -1.19600714 0.78616376 1.11428950 4.48623721 -0.32572084 -1.19600714 1.48852689 *** step number: 70 *** Deformation gradient in current step -0.40000000 -1.40000000 -1.40000000 1.40000000 2.40000000 1.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.3075600866 Kirchhoff stress -0.71162E+00 -0.20485E+00 0.86173E+00 -0.20485E+00 -0.32651E+00 -0.97270E+00 0.86173E+00 -0.97270E+00 -0.18628E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.27124795 1.68002485 1.56297497 2.51864693 -0.90965452 0.78126663 1.68002485 0.11458806 1.53239661 1.28395291 -0.38336775 1.18500083 1.56297497 1.53239661 9.03289650 -1.24385342 -3.95263718 4.33954438 2.51864693 1.28395291 -1.24385342 1.68002485 0.78126663 -0.38336775 -0.90965452 -0.38336775 -3.95263718 0.78126663 1.56297497 -1.24385342 0.78126663 1.18500083 4.33954438 -0.38336775 -1.24385342 1.53239661 *** step number: 71 *** Deformation gradient in current step -0.42000000 -1.42000000 -1.42000000 1.42000000 2.42000000 1.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2782400790 Kirchhoff stress -0.70217E+00 -0.22219E+00 0.85385E+00 -0.22219E+00 -0.38544E+00 -0.94534E+00 0.85385E+00 -0.94534E+00 -0.16999E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.00692440 1.83242243 1.55169718 2.47605358 -1.00675110 0.76963124 1.83242243 0.43018405 1.55433145 1.43752996 -0.44592726 1.23835127 1.55169718 1.55433145 8.17316711 -1.28542851 -3.84956173 4.16692888 2.47605358 1.43752996 -1.28542851 1.83242243 0.76963124 -0.44592726 -1.00675110 -0.44592726 -3.84956173 0.76963124 1.55169718 -1.28542851 0.76963124 1.23835127 4.16692888 -0.44592726 -1.28542851 1.55433145 *** step number: 72 *** Deformation gradient in current step -0.44000000 -1.44000000 -1.44000000 1.44000000 2.44000000 1.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2482729606 Kirchhoff stress -0.68101E+00 -0.23540E+00 0.84289E+00 -0.23540E+00 -0.43980E+00 -0.91256E+00 0.84289E+00 -0.91256E+00 -0.15420E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.70563344 1.95805260 1.53152435 2.39321910 -1.09234882 0.75417583 1.95805260 0.75803226 1.55634017 1.58353161 -0.51115786 1.27374921 1.53152435 1.55634017 7.35754107 -1.31960748 -3.73508541 3.97445281 2.39321910 1.58353161 -1.31960748 1.95805260 0.75417583 -0.51115786 -1.09234882 -0.51115786 -3.73508541 0.75417583 1.53152435 -1.31960748 0.75417583 1.27374921 3.97445281 -0.51115786 -1.31960748 1.55634017 *** step number: 73 *** Deformation gradient in current step -0.46000000 -1.46000000 -1.46000000 1.46000000 2.46000000 1.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2177113180 Kirchhoff stress -0.65180E+00 -0.24416E+00 0.82821E+00 -0.24416E+00 -0.48927E+00 -0.87491E+00 0.82821E+00 -0.87491E+00 -0.13910E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.40153903 2.05676614 1.51064425 2.27297436 -1.16243427 0.73574676 2.05676614 1.09762657 1.53927659 1.71963166 -0.57563663 1.28843646 1.51064425 1.53927659 6.59355642 -1.34479231 -3.60564551 3.76468827 2.27297436 1.71963166 -1.34479231 2.05676614 0.73574676 -0.57563663 -1.16243427 -0.57563663 -3.60564551 0.73574676 1.51064425 -1.34479231 0.73574676 1.28843646 3.76468827 -0.57563663 -1.34479231 1.53927659 *** step number: 74 *** Deformation gradient in current step -0.48000000 -1.48000000 -1.48000000 1.48000000 2.48000000 1.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1866740274 Kirchhoff stress -0.61365E+00 -0.24827E+00 0.81015E+00 -0.24827E+00 -0.53229E+00 -0.83323E+00 0.81015E+00 -0.83323E+00 -0.12465E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.08807932 2.12223443 1.48472601 2.12144115 -1.21828187 0.71462998 2.12223443 1.43871068 1.50500286 1.84093977 -0.63653975 1.28238636 1.48472601 1.50500286 5.87761128 -1.35883915 -3.46419343 3.54180340 2.12144115 1.84093977 -1.35883915 2.12223443 0.71462998 -0.63653975 -1.21828187 -0.63653975 -3.46419343 0.71462998 1.48472601 -1.35883915 0.71462998 1.28238636 3.54180340 -0.63653975 -1.35883915 1.50500286 *** step number: 75 *** Deformation gradient in current step -0.50000000 -1.50000000 -1.50000000 1.50000000 2.50000000 1.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1552623590 Kirchhoff stress -0.56875E+00 -0.24703E+00 0.78890E+00 -0.24703E+00 -0.56875E+00 -0.78890E+00 0.78890E+00 -0.78890E+00 -0.11100E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.78008408 2.15431033 1.45808755 1.94108659 -1.25985556 0.69236784 2.15431033 1.78008408 1.45808755 1.94108659 -0.69236784 1.25985556 1.45808755 1.45808755 5.21610615 -1.36227567 -3.31181683 3.31181683 1.94108659 1.94108659 -1.36227567 2.15431033 0.69236784 -0.69236784 -1.25985556 -0.69236784 -3.31181683 0.69236784 1.45808755 -1.36227567 0.69236784 1.25985556 3.31181683 -0.69236784 -1.36227567 1.45808755 *** step number: 76 *** Deformation gradient in current step -0.52000000 -1.52000000 -1.52000000 1.52000000 2.52000000 1.52000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.1236122078 Kirchhoff stress -0.51876E+00 -0.24053E+00 0.76466E+00 -0.24053E+00 -0.59750E+00 -0.74257E+00 0.76466E+00 -0.74257E+00 -0.98179E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.49097406 2.15109276 1.43023149 1.73822654 -1.28724329 0.66827753 2.15109276 2.11197330 1.40049415 2.01714133 -0.74023209 1.22168438 1.43023149 1.40049415 4.60844609 -1.35431748 -3.15072401 3.07800023 1.73822654 2.01714133 -1.35431748 2.15109276 0.66827753 -0.74023209 -1.28724329 -0.74023209 -3.15072401 0.66827753 1.43023149 -1.35431748 0.66827753 1.22168438 3.07800023 -0.74023209 -1.35431748 1.40049415 *** step number: 77 *** Deformation gradient in current step -0.54000000 -1.54000000 -1.54000000 1.54000000 2.54000000 1.54000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.9187029082E-01 Kirchhoff stress -0.46535E+00 -0.22852E+00 0.73799E+00 -0.22852E+00 -0.61890E+00 -0.69542E+00 0.73799E+00 -0.69542E+00 -0.86241E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22694618 2.11508645 1.40208652 1.52003908 -1.30221527 0.64311158 2.11508645 2.43539299 1.33743815 2.06136235 -0.77992183 1.17288875 1.40208652 1.33743815 4.05610534 -1.33611758 -2.98338260 2.84555501 1.52003908 2.06136235 -1.33611758 2.11508645 0.64311158 -0.77992183 -1.30221527 -0.77992183 -2.98338260 0.64311158 1.40208652 -1.33611758 0.64311158 1.17288875 2.84555501 -0.77992183 -1.33611758 1.33743815 *** step number: 78 *** Deformation gradient in current step -0.56000000 -1.56000000 -1.56000000 1.56000000 2.56000000 1.56000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.6019421651E-01 Kirchhoff stress -0.40933E+00 -0.21223E+00 0.70920E+00 -0.21223E+00 -0.63157E+00 -0.64801E+00 0.70920E+00 -0.64801E+00 -0.75174E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98792979 2.04624125 1.37209690 1.29653625 -1.30671170 0.61564798 2.04624125 2.73559866 1.27001909 2.07787314 -0.80960200 1.11693770 1.37209690 1.27001909 3.55776652 -1.30717720 -2.81100705 2.61623186 1.29653625 2.07787314 -1.30717720 2.04624125 0.61564798 -0.80960200 -1.30671170 -0.80960200 -2.81100705 0.61564798 1.37209690 -1.30717720 0.61564798 1.11693770 2.61623186 -0.80960200 -1.30717720 1.27001909 *** step number: 79 *** Deformation gradient in current step -0.58000000 -1.58000000 -1.58000000 1.58000000 2.58000000 1.58000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = 0.2876733412E-01 Kirchhoff stress -0.35311E+00 -0.19136E+00 0.67865E+00 -0.19136E+00 -0.63469E+00 -0.60058E+00 0.67865E+00 -0.60058E+00 -0.64956E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78660522 1.94820623 1.34221811 1.07326118 -1.29820301 0.58600176 1.94820623 2.99910956 1.19990631 2.05694862 -0.83107951 1.05370224 1.34221811 1.19990631 3.10777013 -1.26968871 -2.63676892 2.39086792 1.07326118 2.05694862 -1.26968871 1.94820623 0.58600176 -0.83107951 -1.29820301 -0.83107951 -2.63676892 0.58600176 1.34221811 -1.26968871 0.58600176 1.05370224 2.39086792 -0.83107951 -1.26968871 1.19990631 *** step number: 80 *** Deformation gradient in current step -0.60000000 -1.60000000 -1.60000000 1.60000000 2.60000000 1.60000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2167135405E-02 Kirchhoff stress -0.29782E+00 -0.16736E+00 0.64655E+00 -0.16736E+00 -0.62858E+00 -0.55368E+00 0.64655E+00 -0.55368E+00 -0.55623E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.61801468 1.82801166 1.31294609 0.86134660 -1.27807439 0.55438897 1.82801166 3.22146537 1.12900022 2.00196127 -0.84391570 0.98555743 1.31294609 1.12900022 2.70938171 -1.22438016 -2.46048681 2.17233835 0.86134660 2.00196127 -1.22438016 1.82801166 0.55438897 -0.84391570 -1.27807439 -0.84391570 -2.46048681 0.55438897 1.31294609 -1.22438016 0.55438897 0.98555743 2.17233835 -0.84391570 -1.22438016 1.12900022 *** step number: 81 *** Deformation gradient in current step -0.62000000 -1.62000000 -1.62000000 1.62000000 2.62000000 1.62000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.3239019969E-01 Kirchhoff stress -0.24525E+00 -0.14067E+00 0.61309E+00 -0.14067E+00 -0.61374E+00 -0.50784E+00 0.61309E+00 -0.50784E+00 -0.47149E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.48916841 1.69143186 1.28390347 0.66213509 -1.24486514 0.52098663 1.69143186 3.39922235 1.05985258 1.91267074 -0.84889091 0.91605166 1.28390347 1.05985258 2.35912461 -1.17241886 -2.28433025 1.96257774 0.66213509 1.91267074 -1.17241886 1.69143186 0.52098663 -0.84889091 -1.24486514 -0.84889091 -2.28433025 0.52098663 1.28390347 -1.17241886 0.52098663 0.91605166 1.96257774 -0.84889091 -1.17241886 1.05985258 *** step number: 82 *** Deformation gradient in current step -0.64000000 -1.64000000 -1.64000000 1.64000000 2.64000000 1.64000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.6166167979E-01 Kirchhoff stress -0.19698E+00 -0.11268E+00 0.57890E+00 -0.11268E+00 -0.59073E+00 -0.46323E+00 0.57890E+00 -0.46323E+00 -0.39504E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.40296968 1.54629336 1.25544811 0.48441897 -1.20214360 0.48549616 1.54629336 3.52768145 0.99331364 1.79287855 -0.84718272 0.84640365 1.25544811 0.99331364 2.05359575 -1.11541028 -2.11081292 1.76205071 0.48441897 1.79287855 -1.11541028 1.54629336 0.48549616 -0.84718272 -1.20214360 -0.84718272 -2.11081292 0.48549616 1.25544811 -1.11541028 0.48549616 0.84640365 1.76205071 -0.84718272 -1.11541028 0.99331364 *** step number: 83 *** Deformation gradient in current step -0.66000000 -1.66000000 -1.66000000 1.66000000 2.66000000 1.66000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.8975538625E-01 Kirchhoff stress -0.15378E+00 -0.84558E-01 0.54388E+00 -0.84558E-01 -0.56099E+00 -0.42035E+00 0.54388E+00 -0.42035E+00 -0.32695E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.35298649 1.39983629 1.22928830 0.33115341 -1.14782127 0.44953146 1.39983629 3.61044770 0.93150780 1.64793504 -0.83953664 0.77859836 1.22928830 0.93150780 1.79231682 -1.05395604 -1.93981024 1.57316940 0.33115341 1.64793504 -1.05395604 1.39983629 0.44953146 -0.83953664 -1.14782127 -0.83953664 -1.93981024 0.44953146 1.22928830 -1.05395604 0.44953146 0.77859836 1.57316940 -0.83953664 -1.05395604 0.93150780 *** step number: 84 *** Deformation gradient in current step -0.68000000 -1.68000000 -1.68000000 1.68000000 2.68000000 1.68000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1164391996 Kirchhoff stress -0.11594E+00 -0.57145E-01 0.50816E+00 -0.57145E-01 -0.52399E+00 -0.37900E+00 0.50816E+00 -0.37900E+00 -0.26648E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.33445679 1.25618282 1.20480362 0.20340199 -1.08271587 0.41303092 1.25618282 3.63160735 0.87312742 1.48140759 -0.82622669 0.71144017 1.20480362 0.87312742 1.56973202 -0.98865463 -1.77223878 1.39424687 0.20340199 1.48140759 -0.98865463 1.25618282 0.41303092 -0.82622669 -1.08271587 -0.82622669 -1.77223878 0.41303092 1.20480362 -0.98865463 0.41303092 0.71144017 1.39424687 -0.82622669 -0.98865463 0.87312742 *** step number: 85 *** Deformation gradient in current step -0.70000000 -1.70000000 -1.70000000 1.70000000 2.70000000 1.70000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1415149487 Kirchhoff stress -0.83495E-01 -0.31401E-01 0.47212E+00 -0.31401E-01 -0.48238E+00 -0.33964E+00 0.47212E+00 -0.33964E+00 -0.21336E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.33776369 1.12219356 1.18186225 0.10204512 -1.00851147 0.37770797 1.12219356 3.60731124 0.82028152 1.29937640 -0.80865796 0.64689376 1.18186225 0.82028152 1.38274896 -0.92054570 -1.61033962 1.22706275 0.10204512 1.29937640 -0.92054570 1.12219356 0.37770797 -0.80865796 -1.00851147 -0.80865796 -1.61033962 0.37770797 1.18186225 -0.92054570 0.37770797 0.64689376 1.22706275 -0.80865796 -0.92054570 0.82028152 *** step number: 86 *** Deformation gradient in current step -0.72000000 -1.72000000 -1.72000000 1.72000000 2.72000000 1.72000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1648124497 Kirchhoff stress -0.56722E-01 -0.85960E-02 0.43621E+00 -0.85960E-02 -0.43665E+00 -0.30250E+00 0.43621E+00 -0.30250E+00 -0.16702E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.36285506 1.00134252 1.15916420 0.02852788 -0.92816500 0.34433457 1.00134252 3.53210006 0.77258772 1.11152674 -0.78787423 0.58487129 1.15916420 0.77258772 1.22812076 -0.85010065 -1.45652035 1.07294967 0.02852788 1.11152674 -0.85010065 1.00134252 0.34433457 -0.78787423 -0.92816500 -0.78787423 -1.45652035 0.34433457 1.15916420 -0.85010065 0.34433457 0.58487129 1.07294967 -0.78787423 -0.85010065 0.77258772 *** step number: 87 *** Deformation gradient in current step -0.74000000 -1.74000000 -1.74000000 1.74000000 2.74000000 1.74000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.1861870200 Kirchhoff stress -0.35846E-01 0.11086E-01 0.39941E+00 0.11086E-01 -0.38722E+00 -0.26713E+00 0.39941E+00 -0.26713E+00 -0.12726E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.40637320 0.89510783 1.14148655 -0.02307599 -0.83645412 0.31330981 0.89510783 3.40275367 0.72789262 0.92263765 -0.76216816 0.52267281 1.14148655 0.72789262 1.10298687 -0.77797465 -1.30569016 0.92822285 -0.02307599 0.92263765 -0.77797465 0.89510783 0.31330981 -0.76216816 -0.83645412 -0.76216816 -1.30569016 0.31330981 1.14148655 -0.77797465 0.31330981 0.52267281 0.92822285 -0.76216816 -0.77797465 0.72789262 *** step number: 88 *** Deformation gradient in current step -0.76000000 -1.76000000 -1.76000000 1.76000000 2.76000000 1.76000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2054942523 Kirchhoff stress -0.20635E-01 0.26800E-01 0.36240E+00 0.26800E-01 -0.33667E+00 -0.23397E+00 0.36240E+00 -0.23397E+00 -0.93692E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.46343574 0.80852873 1.12708464 -0.05126536 -0.73881241 0.28536223 0.80852873 3.23512578 0.68868119 0.73921704 -0.73244047 0.46171159 1.12708464 0.68868119 1.00366921 -0.70452038 -1.16083477 0.79528184 -0.05126536 0.73921704 -0.70452038 0.80852873 0.28536223 -0.73244047 -0.73881241 -0.73244047 -1.16083477 0.28536223 1.12708464 -0.70452038 0.28536223 0.46171159 0.79528184 -0.73244047 -0.70452038 0.68868119 *** step number: 89 *** Deformation gradient in current step -0.78000000 -1.78000000 -1.78000000 1.78000000 2.78000000 1.78000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2226820658 Kirchhoff stress -0.10212E-01 0.38094E-01 0.32520E+00 0.38094E-01 -0.28730E+00 -0.20363E+00 0.32520E+00 -0.20363E+00 -0.66768E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52389061 0.74306249 1.11637598 -0.05904604 -0.63844597 0.26259459 0.74306249 3.04458013 0.65840507 0.56822150 -0.69758583 0.40450578 1.11637598 0.65840507 0.93435047 -0.62977452 -1.02060474 0.67613086 -0.05904604 0.56822150 -0.62977452 0.74306249 0.26259459 -0.69758583 -0.63844597 -0.69758583 -1.02060474 0.26259459 1.11637598 -0.62977452 0.26259459 0.40450578 0.67613086 -0.69758583 -0.62977452 0.65840507 *** step number: 90 *** Deformation gradient in current step -0.80000000 -1.80000000 -1.80000000 1.80000000 2.80000000 1.80000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2377313426 Kirchhoff stress -0.32473E-02 0.45679E-01 0.28844E+00 0.45679E-01 -0.23831E+00 -0.17521E+00 0.28844E+00 -0.17521E+00 -0.44412E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.58212683 0.69534858 1.10547145 -0.05411875 -0.53839980 0.24235990 0.69534858 2.82146499 0.63203484 0.40949957 -0.65889945 0.34688924 1.10547145 0.63203484 0.88039217 -0.55524731 -0.88842876 0.56550131 -0.05411875 0.40949957 -0.55524731 0.69534858 0.24235990 -0.65889945 -0.53839980 -0.65889945 -0.88842876 0.24235990 1.10547145 -0.55524731 0.24235990 0.34688924 0.56550131 -0.65889945 -0.55524731 0.63203484 *** step number: 91 *** Deformation gradient in current step -0.82000000 -1.82000000 -1.82000000 1.82000000 2.82000000 1.82000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2506578332 Kirchhoff stress 0.92456E-03 0.48412E-01 0.25201E+00 0.48412E-01 -0.19181E+00 -0.14932E+00 0.25201E+00 -0.14932E+00 -0.27189E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.63110980 0.66683158 1.09617021 -0.03303401 -0.44067292 0.22763552 0.66683158 2.58127689 0.61184731 0.27186145 -0.61535125 0.28998193 1.09617021 0.61184731 0.84736865 -0.47827010 -0.76157742 0.46602551 -0.03303401 0.27186145 -0.47827010 0.66683158 0.22763552 -0.61535125 -0.44067292 -0.61535125 -0.76157742 0.22763552 1.09617021 -0.47827010 0.22763552 0.28998193 0.46602551 -0.61535125 -0.47827010 0.61184731 *** step number: 92 *** Deformation gradient in current step -0.84000000 -1.84000000 -1.84000000 1.84000000 2.84000000 1.84000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2615240537 Kirchhoff stress 0.23973E-02 0.47763E-01 0.21599E+00 0.47763E-01 -0.14941E+00 -0.12604E+00 0.21599E+00 -0.12604E+00 -0.14336E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.67660404 0.65756301 1.08645294 -0.00783762 -0.34666667 0.21569346 0.65756301 2.33707460 0.59917764 0.15472699 -0.56452892 0.23601422 1.08645294 0.59917764 0.82941386 -0.40256820 -0.64080906 0.37863932 -0.00783762 0.15472699 -0.40256820 0.65756301 0.21569346 -0.56452892 -0.34666667 -0.56452892 -0.64080906 0.21569346 1.08645294 -0.40256820 0.21569346 0.23601422 0.37863932 -0.56452892 -0.40256820 0.59917764 *** step number: 93 *** Deformation gradient in current step -0.86000000 -1.86000000 -1.86000000 1.86000000 2.86000000 1.86000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2704518718 Kirchhoff stress 0.22756E-02 0.43936E-01 0.18104E+00 0.43936E-01 -0.11137E+00 -0.10546E+00 0.18104E+00 -0.10546E+00 -0.57696E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71433480 0.66386900 1.07569360 0.01861124 -0.26148446 0.20633776 0.66386900 2.08904032 0.59593518 0.06101006 -0.50678348 0.18513888 1.07569360 0.59593518 0.82770942 -0.32758909 -0.52729610 0.30457622 0.01861124 0.06101006 -0.32758909 0.66386900 0.20633776 -0.50678348 -0.26148446 -0.50678348 -0.52729610 0.20633776 1.07569360 -0.32758909 0.20633776 0.18513888 0.30457622 -0.50678348 -0.32758909 0.59593518 *** step number: 94 *** Deformation gradient in current step -0.88000000 -1.88000000 -1.88000000 1.88000000 2.88000000 1.88000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2775853737 Kirchhoff stress 0.13538E-02 0.37400E-01 0.14752E+00 0.37400E-01 -0.78726E-01 -0.87176E-01 0.14752E+00 -0.87176E-01 -0.26917E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74487757 0.68363688 1.06036914 0.04395952 -0.18749618 0.19662447 0.68363688 1.84934726 0.60206544 -0.00736530 -0.44197189 0.13884919 1.06036914 0.60206544 0.83442237 -0.25449053 -0.42098358 0.24107393 0.04395952 -0.00736530 -0.25449053 0.68363688 0.19662447 -0.44197189 -0.18749618 -0.44197189 -0.42098358 0.19662447 1.06036914 -0.25449053 0.19662447 0.13884919 0.24107393 -0.44197189 -0.25449053 0.60206544 *** step number: 95 *** Deformation gradient in current step -0.90000000 -1.90000000 -1.90000000 1.90000000 2.90000000 1.90000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2831314421 Kirchhoff stress 0.10661E-02 0.29194E-01 0.11625E+00 0.29194E-01 -0.52789E-01 -0.71096E-01 0.11625E+00 -0.71096E-01 0.24989E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75948552 0.71331229 1.03913834 0.06365313 -0.12829134 0.18456675 0.71331229 1.63429877 0.61979392 -0.05082522 -0.37183792 0.09937740 1.03913834 0.61979392 0.84878056 -0.18614856 -0.32422272 0.18832760 0.06365313 -0.05082522 -0.18614856 0.71331229 0.18456675 -0.37183792 -0.12829134 -0.37183792 -0.32422272 0.18456675 1.03913834 -0.18614856 0.18456675 0.09937740 0.18832760 -0.37183792 -0.18614856 0.61979392 *** step number: 96 *** Deformation gradient in current step -0.92000000 -1.92000000 -1.92000000 1.92000000 2.92000000 1.92000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2872889321 Kirchhoff stress 0.77349E-03 0.20592E-01 0.87215E-01 0.20592E-01 -0.31962E-01 -0.56421E-01 0.87215E-01 -0.56421E-01 0.35362E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77658612 0.74638951 1.01088111 0.07233835 -0.08135372 0.16639709 0.74638951 1.43372341 0.64628164 -0.07237009 -0.29606951 0.06585701 1.01088111 0.64628164 0.86665689 -0.12436829 -0.23737081 0.14369352 0.07233835 -0.07237009 -0.12436829 0.74638951 0.16639709 -0.29606951 -0.08135372 -0.29606951 -0.23737081 0.16639709 1.01088111 -0.12436829 0.16639709 0.06585701 0.14369352 -0.29606951 -0.12436829 0.64628164 *** step number: 97 *** Deformation gradient in current step -0.94000000 -1.94000000 -1.94000000 1.94000000 2.94000000 1.94000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2902483697 Kirchhoff stress 0.93881E-03 0.12381E-01 0.61100E-01 0.12381E-01 -0.16467E-01 -0.42629E-01 0.61100E-01 -0.42629E-01 0.31461E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79534590 0.77869273 0.97596073 0.06958849 -0.04770195 0.13994228 0.77869273 1.25584384 0.68242861 -0.07259824 -0.21801652 0.03978705 0.97596073 0.68242861 0.88732674 -0.07209206 -0.16266308 0.10475602 0.06958849 -0.07259824 -0.07209206 0.77869273 0.13994228 -0.21801652 -0.04770195 -0.21801652 -0.16266308 0.13994228 0.97596073 -0.07209206 0.13994228 0.03978705 0.10475602 -0.21801652 -0.07209206 0.68242861 *** step number: 98 *** Deformation gradient in current step -0.96000000 -1.96000000 -1.96000000 1.96000000 2.96000000 1.96000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2921989754 Kirchhoff stress 0.12914E-02 0.57605E-02 0.37911E-01 0.57605E-02 -0.63436E-02 -0.29216E-01 0.37911E-01 -0.29216E-01 0.22695E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82269301 0.80605659 0.93423224 0.05479114 -0.02515430 0.10403425 0.80605659 1.11050578 0.72697389 -0.05683511 -0.14058450 0.02176072 0.93423224 0.72697389 0.90437213 -0.03293492 -0.09841028 0.06996871 0.05479114 -0.05683511 -0.03293492 0.80605659 0.10403425 -0.14058450 -0.02515430 -0.14058450 -0.09841028 0.10403425 0.93423224 -0.03293492 0.10403425 0.02176072 0.06996871 -0.14058450 -0.03293492 0.72697389 *** step number: 99 *** Deformation gradient in current step -0.98000000 -1.98000000 -1.98000000 1.98000000 2.98000000 1.98000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2932924670 Kirchhoff stress 0.14752E-02 0.14939E-02 0.17612E-01 0.14939E-02 -0.69421E-03 -0.15062E-01 0.17612E-01 -0.15062E-01 0.14746E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86377111 0.82532817 0.88548449 0.03016289 -0.01098158 0.05744823 0.82532817 0.99653387 0.77825612 -0.03131508 -0.06648189 0.00782283 0.88548449 0.77825612 0.91572968 -0.00801269 -0.04425723 0.03493755 0.03016289 -0.03131508 -0.00801269 0.82532817 0.05744823 -0.06648189 -0.01098158 -0.06648189 -0.04425723 0.05744823 0.88548449 -0.00801269 0.05744823 0.00782283 0.03493755 -0.06648189 -0.00801269 0.77825612 *** step number: 100 *** Deformation gradient in current step -1.00000000 -2.00000000 -2.00000000 2.00000000 3.00000000 2.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2936361822 Kirchhoff stress 0.33106E-09 0.31188E-14 0.66334E-15 0.31164E-14 0.33106E-09 -0.43370E-15 0.65630E-15 -0.43139E-15 0.33106E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92808983 0.83542570 0.83542570 -0.00000000 0.00000000 0.00000000 0.83542570 0.92808983 0.83542570 -0.00000000 -0.00000000 0.00000000 0.83542570 0.83542570 0.92808983 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.83542570 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 0.83542570 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.83542570 * CB-KIM calculation successfully completed