---------------------------------------------------------------------------- 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: EAM_Dynamo_Ackland_Tichy_Cu__MO_179025990738_004 Maximum cut-off distance: 4.4274528135 **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 Relaxed lattice vectors 2.96070879442394252479 0.00000000000000000000 1.48035439721197126239 0.00000000000000000000 2.96070879442394252479 1.48035439721197126239 0.00000000000000000000 -0.00000000000000000000 1.48035439721197126239 **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) = -0.2694226258 Kirchhoff stress 0.64212E-09 0.00000E+00 -0.10695E-17 0.00000E+00 0.64212E-09 0.00000E+00 -0.10695E-17 0.00000E+00 0.64212E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.80946364 1.19701108 1.19701108 -0.00000000 0.00000000 -0.00000000 1.19701108 1.80946364 1.19701108 0.00000000 0.00000000 0.00000000 1.19701108 1.19701108 1.80946364 0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 0.91838428 0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.91838428 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.91838428 *** 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) = -0.2688856032 Kirchhoff stress -0.74858E-02 0.38668E-03 -0.13312E-01 0.38668E-03 0.10284E-01 0.17093E-01 -0.13312E-01 0.17093E-01 0.30127E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57065383 1.20212860 0.88327384 -0.05140843 -0.29858849 -0.02924541 1.20212860 1.66725925 1.12553317 0.01263924 0.01849177 -0.10283709 0.88327384 1.12553317 1.39331441 -0.02293583 -0.29507265 -0.13324614 -0.05140843 0.01263924 -0.02293583 0.92372452 -0.02824703 0.01766408 -0.29858849 0.01849177 -0.29507265 -0.02824703 0.60419978 -0.02291218 -0.02924541 -0.10283709 -0.13324614 0.01766408 -0.02291218 0.84788301 *** 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) = -0.2677035869 Kirchhoff stress -0.40732E-02 0.30727E-02 -0.13751E-01 0.30727E-02 0.15534E-01 0.32393E-01 -0.13751E-01 0.32393E-01 0.15304E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.39993081 1.19221498 0.60456405 -0.12692919 -0.53823285 -0.08580585 1.19221498 1.47874008 1.04086904 0.02451576 0.04389053 -0.23034838 0.60456405 1.04086904 0.96247045 -0.06773769 -0.56993741 -0.30316430 -0.12692919 0.02451576 -0.06773769 0.91445832 -0.08365311 0.04241027 -0.53823285 0.04389053 -0.56993741 -0.08365311 0.32557254 -0.06764969 -0.08580585 -0.23034838 -0.30316430 0.04241027 -0.06764969 0.76469346 *** 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) = -0.2663083758 Kirchhoff stress -0.14767E-02 0.85864E-02 -0.12221E-01 0.85864E-02 0.14714E-01 0.45611E-01 -0.12221E-01 0.45611E-01 0.25688E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.52023687 1.16626390 0.65927551 -0.18136700 -0.46023345 -0.12536245 1.16626390 1.32103258 0.98239724 0.03218401 0.07056029 -0.33398583 0.65927551 0.98239724 0.93559936 -0.09183213 -0.48779340 -0.42391135 -0.18136700 0.03218401 -0.09183213 0.88954297 -0.12190272 0.06859682 -0.46023345 0.07056029 -0.48779340 -0.12190272 0.38089557 -0.09166037 -0.12536245 -0.33398583 -0.42391135 0.06859682 -0.09166037 0.70816953 *** 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) = -0.2646788707 Kirchhoff stress -0.41986E-02 0.15829E-01 -0.13746E-01 0.15829E-01 0.13468E-01 0.59427E-01 -0.13746E-01 0.59427E-01 0.31859E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.62059818 1.12798959 0.70709980 -0.22630012 -0.39137483 -0.16086249 1.12798959 1.37950314 0.99719012 0.01061898 0.08704121 -0.35526360 0.70709980 0.99719012 0.97072029 -0.11953781 -0.41321596 -0.47271784 -0.22630012 0.01061898 -0.11953781 0.85298973 -0.15565771 0.08471196 -0.39137483 0.08704121 -0.41321596 -0.15565771 0.43012633 -0.11934672 -0.16086249 -0.35526360 -0.47271784 0.08471196 -0.11934672 0.72593886 *** 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) = -0.2626004445 Kirchhoff stress -0.12377E-01 0.23944E-01 -0.18342E-01 0.23944E-01 0.14043E-01 0.74704E-01 -0.18342E-01 0.74704E-01 0.34817E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.84695365 1.08946743 0.76732897 -0.29754009 -0.27771491 -0.20681900 1.08946743 1.40864533 1.00759048 -0.03100987 0.10382900 -0.38109140 0.76732897 1.00759048 1.00278763 -0.14995564 -0.33345419 -0.52471610 -0.29754009 -0.03100987 -0.14995564 0.81695487 -0.19932159 0.10116569 -0.27771491 0.10382900 -0.33345419 -0.19932159 0.49261190 -0.14989705 -0.20681900 -0.38109140 -0.52471610 0.10116569 -0.14989705 0.74054266 *** 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) = -0.2597599688 Kirchhoff stress -0.32421E-01 0.33697E-01 -0.28339E-01 0.33697E-01 0.15619E-01 0.91707E-01 -0.28339E-01 0.91707E-01 0.33567E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.25420548 1.05409313 0.85082854 -0.39976305 -0.09491056 -0.26652327 1.05409313 1.40012818 1.01368066 -0.09185681 0.12185353 -0.41222931 0.85082854 1.01368066 1.03360630 -0.18451607 -0.24390939 -0.58102808 -0.39976305 -0.09185681 -0.18451607 0.78431987 -0.25612489 0.11863190 -0.09491056 0.12185353 -0.24390939 -0.25612489 0.57867752 -0.18472140 -0.26652327 -0.41222931 -0.58102808 0.11863190 -0.18472140 0.75196004 *** 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) = -0.2557480077 Kirchhoff stress -0.64527E-01 0.44021E-01 -0.43919E-01 0.44021E-01 0.17579E-01 0.11001E+00 -0.43919E-01 0.11001E+00 0.27833E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.62189128 1.00936921 0.92858939 -0.47212995 0.07727452 -0.31801252 1.00936921 1.34484268 1.01322512 -0.16638167 0.13596264 -0.44787364 0.92858939 1.01322512 1.05932915 -0.21488962 -0.15499322 -0.63906524 -0.47212995 -0.16638167 -0.21488962 0.74258977 -0.30411585 0.13187124 0.07727452 0.13596264 -0.15499322 -0.30411585 0.65934424 -0.21561020 -0.31801252 -0.44787364 -0.63906524 0.13187124 -0.21561020 0.75791614 *** 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) = -0.2503658897 Kirchhoff stress -0.89605E-01 0.49673E-01 -0.57466E-01 0.49673E-01 0.19807E-01 0.12753E+00 -0.57466E-01 0.12753E+00 0.20397E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.64527884 0.90309840 0.77885131 -0.20523170 -0.31942432 -0.24617315 0.90309840 1.23277087 0.99680256 -0.23951171 0.12327150 -0.48382598 0.77885131 0.99680256 1.04502180 -0.19501033 -0.15459096 -0.68099407 -0.20523170 -0.23951171 -0.19501033 0.63967140 -0.22822838 0.11796541 -0.31942432 0.12327150 -0.15459096 -0.22822838 0.51303389 -0.19663571 -0.24617315 -0.48382598 -0.68099407 0.11796541 -0.19663571 0.74890459 *** 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) = -0.2442519851 Kirchhoff stress -0.90287E-01 0.46510E-01 -0.60541E-01 0.46510E-01 0.21392E-01 0.14254E+00 -0.60541E-01 0.14254E+00 0.14635E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.39964140 0.86435663 0.71545272 -0.06304298 -0.47265167 -0.23548091 0.86435663 1.14085425 0.98049735 -0.29362622 0.12583001 -0.52975478 0.71545272 0.98049735 1.03743679 -0.19617626 -0.12142359 -0.73493152 -0.06304298 -0.29362622 -0.19617626 0.60470481 -0.21300638 0.11893464 -0.47265167 0.12583001 -0.12142359 -0.21300638 0.45374639 -0.19919547 -0.23548091 -0.52975478 -0.73493152 0.11893464 -0.19919547 0.74086361 *** 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) = -0.2377130684 Kirchhoff stress -0.96808E-01 0.42054E-01 -0.65117E-01 0.42054E-01 0.21580E-01 0.15741E+00 -0.65117E-01 0.15741E+00 0.57459E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.76335370 0.88127289 0.75033242 -0.02523207 -0.37006173 -0.27431084 0.88127289 1.13460036 0.96224377 -0.29799688 0.13865781 -0.58418849 0.75033242 0.96224377 1.04070801 -0.21522896 -0.04783622 -0.80073360 -0.02523207 -0.29799688 -0.21522896 0.62603062 -0.24691909 0.12978513 -0.37006173 0.13865781 -0.04783622 -0.24691909 0.49358069 -0.22012422 -0.27431084 -0.58418849 -0.80073360 0.12978513 -0.22012422 0.73168069 *** 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) = -0.2305605624 Kirchhoff stress -0.11162E+00 0.37137E-01 -0.72600E-01 0.37137E-01 0.18904E-01 0.17204E+00 -0.72600E-01 0.17204E+00 -0.71303E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.07658192 0.90267528 0.79179710 0.02138665 -0.26399255 -0.31827010 0.90267528 0.97499449 0.94949115 -0.27765546 0.16073793 -0.65472048 0.79179710 0.94949115 1.05874930 -0.24275768 0.04078442 -0.88601060 0.02138665 -0.27765546 -0.24275768 0.65271643 -0.28567948 0.14949078 -0.26399255 0.16073793 0.04078442 -0.28567948 0.54092909 -0.25004447 -0.31827010 -0.65472048 -0.88601060 0.14949078 -0.25004447 0.72879280 *** 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) = -0.2226748984 Kirchhoff stress -0.13385E+00 0.32714E-01 -0.83667E-01 0.32714E-01 0.94762E-02 0.18696E+00 -0.83667E-01 0.18696E+00 -0.25543E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.34769065 0.93731232 0.85411058 0.06665101 -0.14410229 -0.37739411 0.93731232 0.77042436 0.95566083 -0.25193743 0.20249107 -0.75154930 0.85411058 0.95566083 1.11928679 -0.29240294 0.16431880 -1.01072992 0.06665101 -0.25193743 -0.29240294 0.69377152 -0.33936234 0.18841464 -0.14410229 0.20249107 0.16431880 -0.33936234 0.60996844 -0.30262045 -0.37739411 -0.75154930 -1.01072992 0.18841464 -0.30262045 0.74559396 *** 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) = -0.2139921341 Kirchhoff stress -0.16199E+00 0.28899E-01 -0.98235E-01 0.28899E-01 -0.78716E-02 0.20194E+00 -0.98235E-01 0.20194E+00 -0.49880E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.56106464 0.96872495 0.91366793 0.12463985 -0.03313788 -0.42867660 0.96872495 0.53691342 0.95652205 -0.20742973 0.24135337 -0.85198455 0.91366793 0.95652205 1.23692539 -0.33995811 0.27366477 -1.12572835 0.12463985 -0.20742973 -0.33995811 0.73269372 -0.38508461 0.22399999 -0.03313788 0.24135337 0.27366477 -0.38508461 0.67708426 -0.35363240 -0.42867660 -0.85198455 -1.12572835 0.22399999 -0.35363240 0.75758131 *** 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) = -0.2045364911 Kirchhoff stress -0.19225E+00 0.25495E-01 -0.11493E+00 0.25495E-01 -0.33990E-01 0.21633E+00 -0.11493E+00 0.21633E+00 -0.79378E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.59707790 0.99783561 0.94109414 0.19653401 -0.00752143 -0.46509995 0.99783561 0.27445378 0.94998925 -0.14301363 0.27731778 -0.95664746 0.94109414 0.94998925 1.36080595 -0.38179207 0.36290465 -1.23914437 0.19653401 -0.14301363 -0.38179207 0.77005693 -0.41592014 0.25615946 -0.00752143 0.27731778 0.36290465 -0.41592014 0.71257483 -0.39942799 -0.46509995 -0.95664746 -1.23914437 0.25615946 -0.39942799 0.76234766 *** 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) = -0.1944800205 Kirchhoff stress -0.22180E+00 0.22924E-01 -0.13188E+00 0.22924E-01 -0.68843E-01 0.22989E+00 -0.13188E+00 0.22989E+00 -0.11332E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.67601986 1.01898839 0.95253920 0.25420900 -0.04003535 -0.47179013 1.01898839 0.06925203 0.93897449 -0.04150860 0.29600112 -0.99731800 0.95253920 0.93897449 1.44658310 -0.39757869 0.41077679 -1.30534616 0.25420900 -0.04150860 -0.39757869 0.79983303 -0.41708033 0.27046712 -0.04003535 0.29600112 0.41077679 -0.41708033 0.73224650 -0.41966144 -0.47179013 -0.99731800 -1.30534616 0.27046712 -0.41966144 0.76246181 *** 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) = -0.1840553372 Kirchhoff stress -0.24752E+00 0.19058E-01 -0.14444E+00 0.19058E-01 -0.10716E+00 0.23953E+00 -0.14444E+00 0.23953E+00 -0.14482E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.65883484 0.97086958 0.81681072 0.37300966 -0.17386472 -0.37658755 0.97086958 -0.16527398 0.78839732 0.14214502 0.21254410 -0.91507033 0.81681072 0.78839732 1.21867420 -0.26653441 0.23983294 -1.15220037 0.37300966 0.14214502 -0.26653441 0.76070556 -0.31659015 0.18218590 -0.17386472 0.21254410 0.23983294 -0.31659015 0.60500154 -0.29351027 -0.37658755 -0.91507033 -1.15220037 0.18218590 -0.29351027 0.62255411 *** 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) = -0.1736080900 Kirchhoff stress -0.26755E+00 0.10981E-01 -0.15070E+00 0.10981E-01 -0.14096E+00 0.24327E+00 -0.15070E+00 0.24327E+00 -0.17008E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.74539265 1.03386098 0.69780000 0.49353446 -0.30727509 -0.28066300 1.03386098 0.59633272 0.64959597 0.08026555 0.12674367 -0.83344786 0.69780000 0.64959597 0.97808096 -0.15254302 0.06145486 -0.99714707 0.49353446 0.08026555 -0.15254302 0.83297320 -0.21579738 0.09122577 -0.30727509 0.12674367 0.06145486 -0.21579738 0.49475901 -0.18479808 -0.28066300 -0.83344786 -0.99714707 0.09122577 -0.18479808 0.49364628 *** 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) = -0.1631681549 Kirchhoff stress -0.28345E+00 -0.49571E-02 -0.15342E+00 -0.49571E-02 -0.15418E+00 0.24363E+00 -0.15342E+00 0.24363E+00 -0.19243E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.90439160 1.21343873 0.70969797 0.55911671 -0.35125663 -0.27251848 1.21343873 1.85164138 0.63565265 -0.15089199 0.12783348 -0.84269594 0.70969797 0.63565265 1.01794848 -0.16866741 0.07437612 -1.03812910 0.55911671 -0.15089199 -0.16866741 1.02190991 -0.20334931 0.08691880 -0.35125663 0.12783348 0.07437612 -0.20334931 0.51563179 -0.20652286 -0.27251848 -0.84269594 -1.03812910 0.08691880 -0.20652286 0.48847668 *** 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) = -0.1524965381 Kirchhoff stress -0.29701E+00 -0.23952E-01 -0.15637E+00 -0.23952E-01 -0.15797E+00 0.24410E+00 -0.15637E+00 0.24410E+00 -0.21771E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.00442167 1.31326054 0.74252854 0.61435008 -0.38206492 -0.27560279 1.31326054 1.82895868 0.63587306 -0.04826246 0.14011673 -0.86796098 0.74252854 0.63587306 1.10997455 -0.20406569 0.12029870 -1.11594249 0.61435008 -0.04826246 -0.20406569 1.13105895 -0.20286742 0.09368333 -0.38206492 0.14011673 0.12029870 -0.20286742 0.55763466 -0.24768896 -0.27560279 -0.86796098 -1.11594249 0.09368333 -0.24768896 0.49603589 *** 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) = -0.1416363004 Kirchhoff stress -0.31009E+00 -0.40995E-01 -0.16043E+00 -0.40995E-01 -0.16913E+00 0.24423E+00 -0.16043E+00 0.24423E+00 -0.24673E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.16483197 1.38887450 0.80995496 0.66262261 -0.35023262 -0.26813784 1.38887450 1.61858303 0.62836879 0.12317118 0.15060821 -0.89601617 0.80995496 0.62836879 1.21602044 -0.23212450 0.18637563 -1.19480598 0.66262261 0.12317118 -0.23212450 1.21581342 -0.19273003 0.09864877 -0.35023262 0.15060821 0.18637563 -0.19273003 0.63437609 -0.28150287 -0.26813784 -0.89601617 -1.19480598 0.09864877 -0.28150287 0.49413926 *** 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) = -0.1307258094 Kirchhoff stress -0.32339E+00 -0.55316E-01 -0.16620E+00 -0.55316E-01 -0.18920E+00 0.24270E+00 -0.16620E+00 0.24270E+00 -0.28050E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.26129235 1.44808706 0.87430201 0.69271680 -0.32683662 -0.25406115 1.44808706 1.28680904 0.58939057 0.32542311 0.16649377 -0.98102686 0.87430201 0.58939057 1.32242791 -0.25076051 0.25478867 -1.28506166 0.69271680 0.32542311 -0.25076051 1.28395287 -0.17692689 0.10912085 -0.32683662 0.16649377 0.25478867 -0.17692689 0.70811833 -0.30571929 -0.25406115 -0.98102686 -1.28506166 0.10912085 -0.30571929 0.45897213 *** 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) = -0.1200273456 Kirchhoff stress -0.33461E+00 -0.65948E-01 -0.17327E+00 -0.65948E-01 -0.22154E+00 0.23729E+00 -0.17327E+00 0.23729E+00 -0.31961E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.93851832 1.48113200 0.87788593 0.77876775 -0.17266085 -0.26590611 1.48113200 1.01997139 0.52993202 0.51919475 0.19546615 -1.09715390 0.87788593 0.52993202 1.42433731 -0.24758521 0.34608427 -1.38386454 0.77876775 0.51919475 -0.24758521 1.32603027 -0.18788383 0.13293714 -0.17266085 0.19546615 0.34608427 -0.18788383 0.72117342 -0.30786742 -0.26590611 -1.09715390 -1.38386454 0.13293714 -0.30786742 0.40192276 *** 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) = -0.1098882618 Kirchhoff stress -0.34025E+00 -0.73688E-01 -0.18338E+00 -0.73688E-01 -0.26256E+00 0.22743E+00 -0.18338E+00 0.22743E+00 -0.36464E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.49759567 1.50529315 0.92711619 0.86243889 0.12393579 -0.29277304 1.50529315 0.92503496 0.46185851 0.67102113 0.23278520 -1.22275130 0.92711619 0.46185851 1.59633992 -0.23584377 0.52244510 -1.48872129 0.86243889 0.67102113 -0.23584377 1.35941651 -0.21471102 0.16546223 0.12393579 0.23278520 0.52244510 -0.21471102 0.77979165 -0.30115051 -0.29277304 -1.22275130 -1.48872129 0.16546223 -0.30115051 0.33490384 *** 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) = -0.1005012991 Kirchhoff stress -0.34299E+00 -0.77502E-01 -0.19878E+00 -0.77502E-01 -0.30670E+00 0.21766E+00 -0.19878E+00 0.21766E+00 -0.41318E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.05696334 1.50953373 1.00047096 0.92169793 0.43243945 -0.30825817 1.50953373 1.12629835 0.72740785 0.84435230 0.28865175 -1.02946600 1.00047096 0.72740785 2.18434008 -0.19694102 0.74912257 -1.23152259 0.92169793 0.84435230 -0.19694102 1.37281058 -0.23094203 0.21688187 0.43243945 0.28865175 0.74912257 -0.23094203 0.86216779 -0.26695287 -0.30825817 -1.02946600 -1.23152259 0.21688187 -0.26695287 0.59993637 *** 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) = -0.9164377100E-01 Kirchhoff stress -0.34187E+00 -0.77439E-01 -0.21853E+00 -0.77439E-01 -0.34187E+00 0.21853E+00 -0.21853E+00 0.21853E+00 -0.45385E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57695469 1.49651607 1.05072469 0.96125595 0.70804093 -0.31069170 1.49651607 1.57695469 1.05072469 0.96125595 0.31069170 -0.70804093 1.05072469 1.05072469 2.75659399 -0.17191237 0.94687521 -0.94687521 0.96125595 0.96125595 -0.17191237 1.36875117 -0.23496586 0.23496586 0.70804093 0.31069170 0.94687521 -0.23496586 0.92106761 -0.24617249 -0.31069170 -0.70804093 -0.94687521 0.23496586 -0.24617249 0.92106761 *** 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) = -0.8284499466E-01 Kirchhoff stress -0.32934E+00 -0.79560E-01 -0.23699E+00 -0.79560E-01 -0.35065E+00 0.22935E+00 -0.23699E+00 0.22935E+00 -0.48653E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98558241 1.53074438 0.71738097 0.90366557 0.45067901 -0.27163420 1.53074438 2.91586167 1.13841459 0.77747896 0.21026584 -0.28264772 0.71738097 1.13841459 2.43032400 -0.19003860 0.67942216 -1.00466346 0.90366557 0.77747896 -0.19003860 1.41163829 -0.19830435 0.13113631 0.45067901 0.21026584 0.67942216 -0.19830435 0.59606707 -0.26797888 -0.27163420 -0.28264772 -1.00466346 0.13113631 -0.26797888 1.00492628 *** 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) = -0.7382884796E-01 Kirchhoff stress -0.29990E+00 -0.83922E-01 -0.24266E+00 -0.83922E-01 -0.33566E+00 0.24402E+00 -0.24266E+00 0.24402E+00 -0.50730E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.64311422 1.50020551 0.42794727 0.78572583 0.17069573 -0.25963610 1.50020551 3.01268194 1.01506745 0.82355672 0.21100785 -0.35826682 0.42794727 1.01506745 2.05668525 -0.18435561 0.42273159 -1.15803154 0.78572583 0.82355672 -0.18435561 1.38930659 -0.18944757 0.12906502 0.17069573 0.21100785 0.42273159 -0.18944757 0.31463137 -0.26530893 -0.25963610 -0.35826682 -1.15803154 0.12906502 -0.26530893 0.87603925 *** 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) = -0.6497280950E-01 Kirchhoff stress -0.26743E+00 -0.83022E-01 -0.24309E+00 -0.83022E-01 -0.32853E+00 0.24997E+00 -0.24309E+00 0.24997E+00 -0.53175E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.59958255 1.42409617 0.46256924 0.68183805 0.20393486 -0.24236759 1.42409617 2.72782724 0.86666097 0.95074751 0.25607501 -0.55290210 0.46256924 0.86666097 2.08991069 -0.13969269 0.52386384 -1.27573450 0.68183805 0.95074751 -0.13969269 1.32083678 -0.17603874 0.17199520 0.20393486 0.25607501 0.52386384 -0.17603874 0.35686454 -0.22285412 -0.24236759 -0.55290210 -1.27573450 0.17199520 -0.22285412 0.72037067 *** 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) = -0.5661753176E-01 Kirchhoff stress -0.23838E+00 -0.76317E-01 -0.24253E+00 -0.76317E-01 -0.32755E+00 0.24950E+00 -0.24253E+00 0.24950E+00 -0.56181E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.73201419 1.34102571 0.48269265 0.52536094 0.22492677 -0.22768663 1.34102571 2.58462558 0.80877669 1.03701527 0.29503121 -0.63036633 0.48269265 0.80877669 2.19697652 -0.09601345 0.61139305 -1.30843651 0.52536094 1.03701527 -0.09601345 1.24486194 -0.16572244 0.20954673 0.22492677 0.29503121 0.61139305 -0.16572244 0.38424834 -0.18049242 -0.22768663 -0.63036633 -1.30843651 0.20954673 -0.18049242 0.65398854 *** 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) = -0.4882256668E-01 Kirchhoff stress -0.21703E+00 -0.64322E-01 -0.24061E+00 -0.64322E-01 -0.32561E+00 0.24593E+00 -0.24061E+00 0.24593E+00 -0.59500E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97406960 1.25198420 0.48649033 0.34836500 0.24005503 -0.21782646 1.25198420 2.66006315 0.78047234 1.04128005 0.31931819 -0.61660374 0.48649033 0.78047234 2.30896460 -0.05214503 0.68913862 -1.32469349 0.34836500 1.04128005 -0.05214503 1.16251030 -0.16044850 0.23321960 0.24005503 0.31931819 0.68913862 -0.16044850 0.39487155 -0.13710832 -0.21782646 -0.61660374 -1.32469349 0.23321960 -0.13710832 0.61667453 *** 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) = -0.4144974276E-01 Kirchhoff stress -0.20381E+00 -0.48250E-01 -0.23684E+00 -0.48250E-01 -0.32027E+00 0.24009E+00 -0.23684E+00 0.24009E+00 -0.63042E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20750166 1.14407017 0.47751065 0.18605601 0.24469158 -0.21206398 1.14407017 2.69323025 0.75038664 1.01963981 0.34484919 -0.60131968 0.47751065 0.75038664 2.42119529 -0.00551805 0.75588706 -1.33513299 0.18605601 1.01963981 -0.00551805 1.06095478 -0.15939193 0.25896512 0.24469158 0.34484919 0.75588706 -0.15939193 0.39226087 -0.09016770 -0.21206398 -0.60131968 -1.33513299 0.25896512 -0.09016770 0.57741008 *** 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) = -0.3436092413E-01 Kirchhoff stress -0.19852E+00 -0.29007E-01 -0.23065E+00 -0.29007E-01 -0.31194E+00 0.23198E+00 -0.23065E+00 0.23198E+00 -0.66754E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24776802 1.00796751 0.45663182 0.09077652 0.24125469 -0.21150129 1.00796751 2.67273584 0.71823351 0.97560084 0.37103115 -0.58494942 0.45663182 0.71823351 2.53176034 0.04255583 0.81067609 -1.34039337 0.09077652 0.97560084 0.04255583 0.93081653 -0.16360671 0.28620644 0.24125469 0.37103115 0.81067609 -0.16360671 0.37723115 -0.04097454 -0.21150129 -0.58494942 -1.34039337 0.28620644 -0.04097454 0.53606179 *** 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) = -0.2756058276E-01 Kirchhoff stress -0.18441E+00 -0.11733E-01 -0.22167E+00 -0.11733E-01 -0.30028E+00 0.22167E+00 -0.22167E+00 0.22167E+00 -0.70574E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.00625948 0.78957356 0.44694031 0.32824375 0.21784063 -0.20249248 0.78957356 2.59340926 0.70536120 0.91752747 0.38277717 -0.55376714 0.44694031 0.70536120 2.68892305 0.06898891 0.81980467 -1.30825523 0.32824375 0.91752747 0.06898891 0.71792665 -0.15938978 0.29985255 0.21784063 0.38277717 0.81980467 -0.15938978 0.37279968 -0.01262717 -0.20249248 -0.55376714 -1.30825523 0.29985255 -0.01262717 0.51412858 *** 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) = -0.2134401964E-01 Kirchhoff stress -0.15044E+00 -0.12311E-02 -0.21343E+00 -0.12311E-02 -0.28333E+00 0.21306E+00 -0.21343E+00 0.21306E+00 -0.73891E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.74398808 0.68568625 0.56002696 0.39620754 0.10078065 -0.10929633 0.68568625 2.58592054 0.82111075 0.80020346 0.30326076 -0.43259855 0.56002696 0.82111075 3.12012156 -0.03736290 0.62410810 -1.08083121 0.39620754 0.80020346 -0.03736290 0.61902298 -0.07094033 0.22305911 0.10078065 0.30326076 0.62410810 -0.07094033 0.49049085 -0.11629173 -0.10929633 -0.43259855 -1.08083121 0.22305911 -0.11629173 0.62110993 *** 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) = -0.1573112848E-01 Kirchhoff stress -0.11258E+00 0.59070E-02 -0.20842E+00 0.59070E-02 -0.25924E+00 0.20887E+00 -0.20842E+00 0.20887E+00 -0.76336E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.51413583 0.67697226 0.67519393 0.23378049 -0.02983453 -0.00973560 0.67697226 2.66607085 0.94203022 0.69430565 0.20962336 -0.30045793 0.67519393 0.94203022 3.52623401 -0.15498542 0.41506130 -0.85058698 0.23378049 0.69430565 -0.15498542 0.61475542 0.02396059 0.13297937 -0.02983453 0.20962336 0.41506130 0.02396059 0.60956617 -0.23043907 -0.00973560 -0.30045793 -0.85058698 0.13297937 -0.23043907 0.73383240 *** 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) = -0.1042886463E-01 Kirchhoff stress -0.78494E-01 0.12228E-01 -0.20444E+00 0.12228E-01 -0.22956E+00 0.20700E+00 -0.20444E+00 0.20700E+00 -0.78250E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.35373956 0.59692740 0.63837371 0.15222846 -0.06023308 -0.01525494 0.59692740 2.64441794 0.91105991 0.64439215 0.21312951 -0.27058439 0.63837371 0.91105991 3.60638303 -0.12853658 0.40988297 -0.83538420 0.15222846 0.64439215 -0.12853658 0.53858756 0.01392804 0.14084470 -0.06023308 0.21312951 0.40988297 0.01392804 0.57590304 -0.19976017 -0.01525494 -0.27058439 -0.83538420 0.14084470 -0.19976017 0.69547371 *** 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) = -0.5292595881E-02 Kirchhoff stress -0.51192E-01 0.20160E-01 -0.19725E+00 0.20160E-01 -0.19783E+00 0.20317E+00 -0.19725E+00 0.20317E+00 -0.80231E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.20934071 0.50130297 0.57255579 0.09846217 -0.06953284 -0.04449707 0.50130297 2.56967982 0.84811395 0.59812761 0.23274874 -0.26389510 0.57255579 0.84811395 3.62975193 -0.07937767 0.42829374 -0.85518860 0.09846217 0.59812761 -0.07937767 0.44624279 -0.01961669 0.16556115 -0.06953284 0.23274874 0.42829374 -0.01961669 0.51243684 -0.14567947 -0.04449707 -0.26389510 -0.85518860 0.16556115 -0.14567947 0.62616081 *** 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) = -0.2596498338E-03 Kirchhoff stress -0.30850E-01 0.29345E-01 -0.18686E+00 0.29345E-01 -0.16500E+00 0.19719E+00 -0.18686E+00 0.19719E+00 -0.82280E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.04495236 0.40554901 0.50794740 0.05445198 -0.06417577 -0.08226484 0.40554901 2.44875623 0.77727384 0.54520327 0.25229273 -0.26555041 0.50794740 0.77727384 3.65549471 -0.03337204 0.44022644 -0.87886469 0.05445198 0.54520327 -0.03337204 0.35315829 -0.06141609 0.19085641 -0.06417577 0.25229273 0.44022644 -0.06141609 0.44932913 -0.09414144 -0.08226484 -0.26555041 -0.87886469 0.19085641 -0.09414144 0.55017922 *** 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) = 0.4769845316E-02 Kirchhoff stress -0.23080E-01 0.40812E-01 -0.17552E+00 0.40812E-01 -0.13258E+00 0.18946E+00 -0.17552E+00 0.18946E+00 -0.84513E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.44077728 0.32958001 0.49172723 -0.05342475 0.07143999 -0.15604125 0.32958001 2.27778716 0.70208206 0.48373270 0.27941357 -0.27956404 0.49172723 0.70208206 3.73414873 -0.00280563 0.47269134 -0.92044128 -0.05342475 0.48373270 -0.00280563 0.27895474 -0.13885956 0.22417791 0.07143999 0.27941357 0.47269134 -0.13885956 0.43344286 -0.05747309 -0.15604125 -0.27956404 -0.92044128 0.22417791 -0.05747309 0.47121542 *** 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) = 0.1005064681E-01 Kirchhoff stress -0.30778E-01 0.54403E-01 -0.16541E+00 0.54403E-01 -0.10165E+00 0.18037E+00 -0.16541E+00 0.18037E+00 -0.86959E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86014405 0.29220673 0.50344593 -0.16250590 0.19180404 -0.19215803 0.29220673 2.09556427 0.65098957 0.37867378 0.26635859 -0.26644891 0.50344593 0.65098957 3.84637679 -0.00632727 0.46032651 -0.92145368 -0.16250590 0.37867378 -0.00632727 0.24230385 -0.17821152 0.21757552 0.19180404 0.26635859 0.46032651 -0.17821152 0.44408583 -0.05441725 -0.19215803 -0.26644891 -0.92145368 0.21757552 -0.05441725 0.41792172 *** 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) = 0.1581694621E-01 Kirchhoff stress -0.40005E-01 0.64079E-01 -0.15621E+00 0.64079E-01 -0.69996E-01 0.17111E+00 -0.15621E+00 0.17111E+00 -0.89301E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.35226959 0.34757483 0.42975753 -0.16837768 -0.11738994 -0.06819036 0.34757483 1.98975598 0.63298425 0.14797790 0.15339686 -0.18005517 0.42975753 0.63298425 3.95303206 -0.03038724 0.35031462 -0.87376088 -0.16837768 0.14797790 -0.03038724 0.29730833 -0.05699672 0.11115980 -0.11738994 0.15339686 0.35031462 -0.05699672 0.36767772 -0.07158934 -0.06819036 -0.18005517 -0.87376088 0.11115980 -0.07158934 0.39960110 *** 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) = 0.2161144626E-01 Kirchhoff stress -0.16347E-01 0.61680E-01 -0.13582E+00 0.61680E-01 -0.36930E-01 0.15944E+00 -0.13582E+00 0.15944E+00 -0.90989E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.39380454 0.44119204 0.29476014 -0.07898999 -0.57717044 0.07900531 0.44119204 1.83691697 0.60284839 -0.07312546 0.03599940 -0.10444383 0.29476014 0.60284839 4.03031606 -0.04521912 0.20641622 -0.82288822 -0.07898999 -0.07312546 -0.04521912 0.38957415 0.08792754 0.00027070 -0.57717044 0.03599940 0.20641622 0.08792754 0.22819555 -0.07941537 0.07900531 -0.10444383 -0.82288822 0.00027070 -0.07941537 0.37120555 *** 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) = 0.2675640521E-01 Kirchhoff stress 0.14138E-01 0.52553E-01 -0.11374E+00 0.52553E-01 -0.58090E-02 0.14725E+00 -0.11374E+00 0.14725E+00 -0.92399E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.04051471 0.62116466 0.34376454 -0.20066764 -0.58411178 0.13523841 0.62116466 1.74522838 0.57053076 -0.27253749 -0.06328402 -0.04731558 0.34376454 0.57053076 4.11851776 -0.09641695 0.12920644 -0.78852590 -0.20066764 -0.27253749 -0.09641695 0.56741678 0.14235212 -0.09268033 -0.58411178 -0.06328402 0.12920644 0.14235212 0.27094698 -0.12376459 0.13523841 -0.04731558 -0.78852590 -0.09268033 -0.12376459 0.34276340 *** 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) = 0.3129518171E-01 Kirchhoff stress 0.38834E-01 0.41046E-01 -0.94502E-01 0.41046E-01 0.23311E-01 0.13422E+00 -0.94502E-01 0.13422E+00 -0.93791E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.28334067 0.67097246 0.35759460 -0.18703642 -0.51769285 0.12144813 0.67097246 1.62704781 0.49820354 -0.30381916 -0.08865315 -0.10099785 0.35759460 0.49820354 4.18149955 -0.10399299 0.07089909 -0.78250782 -0.18703642 -0.30381916 -0.10399299 0.61464383 0.12715860 -0.11202115 -0.51769285 -0.08865315 0.07089909 0.12715860 0.27693996 -0.12487019 0.12144813 -0.10099785 -0.78250782 -0.11202115 -0.12487019 0.27647456 *** 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) = 0.3528371797E-01 Kirchhoff stress 0.56759E-01 0.29964E-01 -0.76616E-01 0.29964E-01 0.47278E-01 0.11818E+00 -0.76616E-01 0.11818E+00 -0.95262E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.43781273 0.68161704 0.36545868 -0.13880757 -0.43228176 0.09138266 0.68161704 1.43650766 0.40461144 -0.28551784 -0.09019682 -0.19212966 0.36545868 0.40461144 4.22500142 -0.09750954 0.01723148 -0.78226127 -0.13880757 -0.28551784 -0.09750954 0.62259615 0.09601614 -0.10795967 -0.43228176 -0.09019682 0.01723148 0.09601614 0.27562551 -0.11250365 0.09138266 -0.19212966 -0.78226127 -0.10795967 -0.11250365 0.19102539 *** 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) = 0.3868232845E-01 Kirchhoff stress 0.69112E-01 0.19754E-01 -0.59817E-01 0.19754E-01 0.64566E-01 0.98327E-01 -0.59817E-01 0.98327E-01 -0.96842E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.54826136 0.68854592 0.37792502 -0.09593616 -0.34915870 0.06535336 0.68854592 1.20956540 0.30163194 -0.25435174 -0.08675992 -0.30095347 0.37792502 0.30163194 4.25246267 -0.08718428 -0.03645113 -0.78160020 -0.09593616 -0.25435174 -0.08718428 0.62704166 0.06913601 -0.09944347 -0.34915870 -0.08675992 -0.03645113 0.06913601 0.27785311 -0.09707622 0.06535336 -0.30095347 -0.78160020 -0.09944347 -0.09707622 0.09813451 *** 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) = 0.4137221440E-01 Kirchhoff stress 0.77819E-01 0.10866E-01 -0.43403E-01 0.10866E-01 0.73637E-01 0.73851E-01 -0.43403E-01 0.73851E-01 -0.98538E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.52517006 0.68838512 0.37429523 -0.05151502 -0.31304358 0.04665056 0.68838512 0.94380866 0.19024689 -0.20927010 -0.07705802 -0.42789906 0.37429523 0.19024689 4.25995400 -0.07069854 -0.09823902 -0.77949588 -0.05151502 -0.20927010 -0.07069854 0.62480953 0.04969339 -0.08530052 -0.31304358 -0.07705802 -0.09823902 0.04969339 0.26309820 -0.07642648 0.04665056 -0.42789906 -0.77949588 -0.08530052 -0.07642648 -0.00149082 *** 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) = 0.4310825502E-01 Kirchhoff stress 0.84315E-01 0.40130E-02 -0.26672E-01 0.40130E-02 0.73097E-01 0.44159E-01 -0.26672E-01 0.44159E-01 -0.10040E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66685035 0.68080509 0.44210387 -0.02865303 -0.21758821 0.02392060 0.68080509 0.68609830 0.08656184 -0.14664021 -0.05681826 -0.54683820 0.44210387 0.08656184 4.32141317 -0.05458914 -0.08972454 -0.77461018 -0.02865303 -0.14664021 -0.05458914 0.61551796 0.02620942 -0.06145532 -0.21758821 -0.05681826 -0.08972454 0.02620942 0.31862437 -0.05720158 0.02392060 -0.54683820 -0.77461018 -0.06145532 -0.05720158 -0.09217366 *** 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) = 0.4380482954E-01 Kirchhoff stress 0.83241E-01 0.57496E-03 -0.12236E-01 0.57496E-03 0.69630E-01 0.15722E-01 -0.12236E-01 0.15722E-01 -0.10213E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84767098 0.66168840 0.54477506 -0.00917966 -0.09554462 0.00553700 0.66168840 0.80114037 0.34392044 -0.05606062 -0.01400014 -0.30487149 0.54477506 0.34392044 4.78341758 -0.01633099 -0.02870250 -0.39739957 -0.00917966 -0.05606062 -0.01633099 0.59520523 0.00688136 -0.01593702 -0.09554462 -0.01400014 -0.02870250 0.00688136 0.40790865 -0.01699999 0.00553700 -0.30487149 -0.39739957 -0.01593702 -0.01699999 0.17894176 *** 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) = 0.4389219942E-01 Kirchhoff stress 0.75671E-01 -0.28419E-25 -0.28419E-25 0.85557E-17 0.75671E-01 0.90865E-17 0.00000E+00 0.00000E+00 -0.10260E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99884815 0.64137695 0.64078832 -0.00000000 0.00000000 -0.00000000 0.64137695 0.99884815 0.64078832 -0.00000000 -0.00000000 -0.00000000 0.64078832 0.64078832 5.21665100 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.57445781 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.48991141 -0.00000000 -0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.48991141 *** 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) = 0.4380482954E-01 Kirchhoff stress 0.69630E-01 0.57496E-03 0.15722E-01 0.57496E-03 0.83241E-01 -0.12236E-01 0.15722E-01 -0.12236E-01 -0.10213E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80114037 0.66168840 0.34392044 -0.05606062 -0.30487149 -0.01400014 0.66168840 0.84767098 0.54477506 -0.00917966 0.00553700 -0.09554462 0.34392044 0.54477506 4.78341758 -0.01633099 -0.39739957 -0.02870250 -0.05606062 -0.00917966 -0.01633099 0.59520523 -0.01593702 0.00688136 -0.30487149 0.00553700 -0.39739957 -0.01593702 0.17894176 -0.01699999 -0.01400014 -0.09554462 -0.02870250 0.00688136 -0.01699999 0.40790865 *** 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) = 0.4310825502E-01 Kirchhoff stress 0.73097E-01 0.40130E-02 0.44159E-01 0.40130E-02 0.84315E-01 -0.26672E-01 0.44159E-01 -0.26672E-01 -0.10040E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68609830 0.68080509 0.08656184 -0.14664021 -0.54683820 -0.05681826 0.68080509 0.66685035 0.44210387 -0.02865303 0.02392060 -0.21758821 0.08656184 0.44210387 4.32141317 -0.05458914 -0.77461018 -0.08972454 -0.14664021 -0.02865303 -0.05458914 0.61551796 -0.06145532 0.02620942 -0.54683820 0.02392060 -0.77461018 -0.06145532 -0.09217366 -0.05720158 -0.05681826 -0.21758821 -0.08972454 0.02620942 -0.05720158 0.31862437 *** 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) = 0.4137221440E-01 Kirchhoff stress 0.73637E-01 0.10866E-01 0.73851E-01 0.10866E-01 0.77819E-01 -0.43403E-01 0.73851E-01 -0.43403E-01 -0.98538E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94380866 0.68838512 0.19024689 -0.20927010 -0.42789906 -0.07705802 0.68838512 0.52517006 0.37429523 -0.05151502 0.04665056 -0.31304358 0.19024689 0.37429523 4.25995400 -0.07069854 -0.77949588 -0.09823902 -0.20927010 -0.05151502 -0.07069854 0.62480953 -0.08530052 0.04969339 -0.42789906 0.04665056 -0.77949588 -0.08530052 -0.00149082 -0.07642648 -0.07705802 -0.31304358 -0.09823902 0.04969339 -0.07642648 0.26309820 *** 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) = 0.3868232845E-01 Kirchhoff stress 0.64566E-01 0.19754E-01 0.98327E-01 0.19754E-01 0.69112E-01 -0.59817E-01 0.98327E-01 -0.59817E-01 -0.96842E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.20956540 0.68854592 0.30163194 -0.25435174 -0.30095347 -0.08675992 0.68854592 0.54826136 0.37792502 -0.09593616 0.06535336 -0.34915870 0.30163194 0.37792502 4.25246267 -0.08718428 -0.78160020 -0.03645113 -0.25435174 -0.09593616 -0.08718428 0.62704166 -0.09944347 0.06913601 -0.30095347 0.06535336 -0.78160020 -0.09944347 0.09813451 -0.09707622 -0.08675992 -0.34915870 -0.03645113 0.06913601 -0.09707622 0.27785311 *** 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) = 0.3528371797E-01 Kirchhoff stress 0.47278E-01 0.29964E-01 0.11818E+00 0.29964E-01 0.56759E-01 -0.76616E-01 0.11818E+00 -0.76616E-01 -0.95262E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.43650766 0.68161704 0.40461144 -0.28551784 -0.19212966 -0.09019682 0.68161704 0.43781273 0.36545868 -0.13880757 0.09138266 -0.43228176 0.40461144 0.36545868 4.22500142 -0.09750954 -0.78226127 0.01723148 -0.28551784 -0.13880757 -0.09750954 0.62259615 -0.10795967 0.09601614 -0.19212966 0.09138266 -0.78226127 -0.10795967 0.19102539 -0.11250365 -0.09019682 -0.43228176 0.01723148 0.09601614 -0.11250365 0.27562551 *** 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) = 0.3129518171E-01 Kirchhoff stress 0.23311E-01 0.41046E-01 0.13422E+00 0.41046E-01 0.38834E-01 -0.94502E-01 0.13422E+00 -0.94502E-01 -0.93791E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.62704781 0.67097246 0.49820354 -0.30381916 -0.10099785 -0.08865315 0.67097246 0.28334067 0.35759460 -0.18703642 0.12144813 -0.51769285 0.49820354 0.35759460 4.18149955 -0.10399299 -0.78250782 0.07089909 -0.30381916 -0.18703642 -0.10399299 0.61464383 -0.11202115 0.12715860 -0.10099785 0.12144813 -0.78250782 -0.11202115 0.27647456 -0.12487019 -0.08865315 -0.51769285 0.07089909 0.12715860 -0.12487019 0.27693996 *** 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) = 0.2675640521E-01 Kirchhoff stress -0.58090E-02 0.52553E-01 0.14725E+00 0.52553E-01 0.14138E-01 -0.11374E+00 0.14725E+00 -0.11374E+00 -0.92399E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.74522838 0.62116466 0.57053076 -0.27253749 -0.04731558 -0.06328402 0.62116466 0.04051471 0.34376454 -0.20066764 0.13523841 -0.58411178 0.57053076 0.34376454 4.11851776 -0.09641695 -0.78852590 0.12920644 -0.27253749 -0.20066764 -0.09641695 0.56741678 -0.09268033 0.14235212 -0.04731558 0.13523841 -0.78852590 -0.09268033 0.34276340 -0.12376459 -0.06328402 -0.58411178 0.12920644 0.14235212 -0.12376459 0.27094698 *** 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) = 0.2161144626E-01 Kirchhoff stress -0.36930E-01 0.61680E-01 0.15944E+00 0.61680E-01 -0.16347E-01 -0.13582E+00 0.15944E+00 -0.13582E+00 -0.90989E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.83691697 0.44119204 0.60284839 -0.07312546 -0.10444383 0.03599940 0.44119204 -0.39380454 0.29476014 -0.07898999 0.07900531 -0.57717044 0.60284839 0.29476014 4.03031606 -0.04521912 -0.82288822 0.20641622 -0.07312546 -0.07898999 -0.04521912 0.38957415 0.00027070 0.08792754 -0.10444383 0.07900531 -0.82288822 0.00027070 0.37120555 -0.07941537 0.03599940 -0.57717044 0.20641622 0.08792754 -0.07941537 0.22819555 *** 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) = 0.1581694621E-01 Kirchhoff stress -0.69996E-01 0.64079E-01 0.17111E+00 0.64079E-01 -0.40005E-01 -0.15621E+00 0.17111E+00 -0.15621E+00 -0.89301E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.98975598 0.34757483 0.63298425 0.14797790 -0.18005517 0.15339686 0.34757483 0.35226959 0.42975753 -0.16837768 -0.06819036 -0.11738994 0.63298425 0.42975753 3.95303206 -0.03038724 -0.87376088 0.35031462 0.14797790 -0.16837768 -0.03038724 0.29730833 0.11115980 -0.05699672 -0.18005517 -0.06819036 -0.87376088 0.11115980 0.39960110 -0.07158934 0.15339686 -0.11738994 0.35031462 -0.05699672 -0.07158934 0.36767772 *** 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) = 0.1005064681E-01 Kirchhoff stress -0.10165E+00 0.54403E-01 0.18037E+00 0.54403E-01 -0.30778E-01 -0.16541E+00 0.18037E+00 -0.16541E+00 -0.86959E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.09556427 0.29220673 0.65098957 0.37867378 -0.26644891 0.26635859 0.29220673 0.86014405 0.50344593 -0.16250590 -0.19215803 0.19180404 0.65098957 0.50344593 3.84637679 -0.00632727 -0.92145368 0.46032651 0.37867378 -0.16250590 -0.00632727 0.24230385 0.21757552 -0.17821152 -0.26644891 -0.19215803 -0.92145368 0.21757552 0.41792172 -0.05441725 0.26635859 0.19180404 0.46032651 -0.17821152 -0.05441725 0.44408583 *** 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) = 0.4769845316E-02 Kirchhoff stress -0.13258E+00 0.40812E-01 0.18946E+00 0.40812E-01 -0.23080E-01 -0.17552E+00 0.18946E+00 -0.17552E+00 -0.84513E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.27778716 0.32958001 0.70208206 0.48373270 -0.27956404 0.27941357 0.32958001 0.44077728 0.49172723 -0.05342475 -0.15604125 0.07143999 0.70208206 0.49172723 3.73414873 -0.00280563 -0.92044128 0.47269134 0.48373270 -0.05342475 -0.00280563 0.27895474 0.22417791 -0.13885956 -0.27956404 -0.15604125 -0.92044128 0.22417791 0.47121542 -0.05747309 0.27941357 0.07143999 0.47269134 -0.13885956 -0.05747309 0.43344286 *** 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) = -0.2596498338E-03 Kirchhoff stress -0.16500E+00 0.29345E-01 0.19719E+00 0.29345E-01 -0.30850E-01 -0.18686E+00 0.19719E+00 -0.18686E+00 -0.82280E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.44875623 0.40554901 0.77727384 0.54520327 -0.26555041 0.25229273 0.40554901 -0.04495236 0.50794740 0.05445198 -0.08226484 -0.06417577 0.77727384 0.50794740 3.65549471 -0.03337204 -0.87886469 0.44022644 0.54520327 0.05445198 -0.03337204 0.35315829 0.19085641 -0.06141609 -0.26555041 -0.08226484 -0.87886469 0.19085641 0.55017922 -0.09414144 0.25229273 -0.06417577 0.44022644 -0.06141609 -0.09414144 0.44932913 *** 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) = -0.5292595881E-02 Kirchhoff stress -0.19783E+00 0.20160E-01 0.20317E+00 0.20160E-01 -0.51192E-01 -0.19725E+00 0.20317E+00 -0.19725E+00 -0.80231E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.56967982 0.50130297 0.84811395 0.59812761 -0.26389510 0.23274874 0.50130297 -0.20934071 0.57255579 0.09846217 -0.04449707 -0.06953284 0.84811395 0.57255579 3.62975193 -0.07937767 -0.85518860 0.42829374 0.59812761 0.09846217 -0.07937767 0.44624279 0.16556115 -0.01961669 -0.26389510 -0.04449707 -0.85518860 0.16556115 0.62616081 -0.14567947 0.23274874 -0.06953284 0.42829374 -0.01961669 -0.14567947 0.51243684 *** 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) = -0.1042886463E-01 Kirchhoff stress -0.22956E+00 0.12228E-01 0.20700E+00 0.12228E-01 -0.78494E-01 -0.20444E+00 0.20700E+00 -0.20444E+00 -0.78250E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.64441794 0.59692740 0.91105991 0.64439215 -0.27058439 0.21312951 0.59692740 -0.35373956 0.63837371 0.15222846 -0.01525494 -0.06023308 0.91105991 0.63837371 3.60638303 -0.12853658 -0.83538420 0.40988297 0.64439215 0.15222846 -0.12853658 0.53858756 0.14084470 0.01392804 -0.27058439 -0.01525494 -0.83538420 0.14084470 0.69547371 -0.19976017 0.21312951 -0.06023308 0.40988297 0.01392804 -0.19976017 0.57590304 *** 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) = -0.1573112848E-01 Kirchhoff stress -0.25924E+00 0.59070E-02 0.20887E+00 0.59070E-02 -0.11258E+00 -0.20842E+00 0.20887E+00 -0.20842E+00 -0.76336E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.66607085 0.67697226 0.94203022 0.69430565 -0.30045793 0.20962336 0.67697226 -0.51413583 0.67519393 0.23378049 -0.00973560 -0.02983453 0.94203022 0.67519393 3.52623401 -0.15498542 -0.85058698 0.41506130 0.69430565 0.23378049 -0.15498542 0.61475542 0.13297937 0.02396059 -0.30045793 -0.00973560 -0.85058698 0.13297937 0.73383240 -0.23043907 0.20962336 -0.02983453 0.41506130 0.02396059 -0.23043907 0.60956617 *** 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) = -0.2134401964E-01 Kirchhoff stress -0.28333E+00 -0.12311E-02 0.21306E+00 -0.12311E-02 -0.15044E+00 -0.21343E+00 0.21306E+00 -0.21343E+00 -0.73891E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58592054 0.68568625 0.82111075 0.80020346 -0.43259855 0.30326076 0.68568625 -0.74398808 0.56002696 0.39620754 -0.10929633 0.10078065 0.82111075 0.56002696 3.12012156 -0.03736290 -1.08083121 0.62410810 0.80020346 0.39620754 -0.03736290 0.61902298 0.22305911 -0.07094033 -0.43259855 -0.10929633 -1.08083121 0.22305911 0.62110993 -0.11629173 0.30326076 0.10078065 0.62410810 -0.07094033 -0.11629173 0.49049085 *** 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) = -0.2756058276E-01 Kirchhoff stress -0.30028E+00 -0.11733E-01 0.22167E+00 -0.11733E-01 -0.18441E+00 -0.22167E+00 0.22167E+00 -0.22167E+00 -0.70574E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.59340926 0.78957356 0.70536120 0.91752747 -0.55376714 0.38277717 0.78957356 0.00625948 0.44694031 0.32824375 -0.20249248 0.21784063 0.70536120 0.44694031 2.68892305 0.06898891 -1.30825523 0.81980467 0.91752747 0.32824375 0.06898891 0.71792665 0.29985255 -0.15938978 -0.55376714 -0.20249248 -1.30825523 0.29985255 0.51412858 -0.01262717 0.38277717 0.21784063 0.81980467 -0.15938978 -0.01262717 0.37279968 *** 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) = -0.3436092413E-01 Kirchhoff stress -0.31194E+00 -0.29007E-01 0.23198E+00 -0.29007E-01 -0.19852E+00 -0.23065E+00 0.23198E+00 -0.23065E+00 -0.66754E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.67273584 1.00796751 0.71823351 0.97560084 -0.58494942 0.37103115 1.00796751 1.24776802 0.45663182 0.09077652 -0.21150129 0.24125469 0.71823351 0.45663182 2.53176034 0.04255583 -1.34039337 0.81067609 0.97560084 0.09077652 0.04255583 0.93081653 0.28620644 -0.16360671 -0.58494942 -0.21150129 -1.34039337 0.28620644 0.53606179 -0.04097454 0.37103115 0.24125469 0.81067609 -0.16360671 -0.04097454 0.37723115 *** 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) = -0.4144974276E-01 Kirchhoff stress -0.32027E+00 -0.48250E-01 0.24009E+00 -0.48250E-01 -0.20381E+00 -0.23684E+00 0.24009E+00 -0.23684E+00 -0.63042E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.69323025 1.14407017 0.75038664 1.01963981 -0.60131968 0.34484919 1.14407017 1.20750166 0.47751065 0.18605601 -0.21206398 0.24469158 0.75038664 0.47751065 2.42119529 -0.00551805 -1.33513299 0.75588706 1.01963981 0.18605601 -0.00551805 1.06095478 0.25896512 -0.15939193 -0.60131968 -0.21206398 -1.33513299 0.25896512 0.57741008 -0.09016770 0.34484919 0.24469158 0.75588706 -0.15939193 -0.09016770 0.39226087 *** 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) = -0.4882256668E-01 Kirchhoff stress -0.32561E+00 -0.64322E-01 0.24593E+00 -0.64322E-01 -0.21703E+00 -0.24061E+00 0.24593E+00 -0.24061E+00 -0.59500E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.66006315 1.25198420 0.78047234 1.04128005 -0.61660374 0.31931819 1.25198420 0.97406960 0.48649033 0.34836500 -0.21782646 0.24005503 0.78047234 0.48649033 2.30896460 -0.05214503 -1.32469349 0.68913862 1.04128005 0.34836500 -0.05214503 1.16251030 0.23321960 -0.16044850 -0.61660374 -0.21782646 -1.32469349 0.23321960 0.61667453 -0.13710832 0.31931819 0.24005503 0.68913862 -0.16044850 -0.13710832 0.39487155 *** 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) = -0.5661753176E-01 Kirchhoff stress -0.32755E+00 -0.76317E-01 0.24950E+00 -0.76317E-01 -0.23838E+00 -0.24253E+00 0.24950E+00 -0.24253E+00 -0.56181E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.58462558 1.34102571 0.80877669 1.03701527 -0.63036633 0.29503121 1.34102571 0.73201419 0.48269265 0.52536094 -0.22768663 0.22492677 0.80877669 0.48269265 2.19697652 -0.09601345 -1.30843651 0.61139305 1.03701527 0.52536094 -0.09601345 1.24486194 0.20954673 -0.16572244 -0.63036633 -0.22768663 -1.30843651 0.20954673 0.65398854 -0.18049242 0.29503121 0.22492677 0.61139305 -0.16572244 -0.18049242 0.38424834 *** 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) = -0.6497280950E-01 Kirchhoff stress -0.32853E+00 -0.83022E-01 0.24997E+00 -0.83022E-01 -0.26743E+00 -0.24309E+00 0.24997E+00 -0.24309E+00 -0.53175E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.72782724 1.42409617 0.86666097 0.95074751 -0.55290210 0.25607501 1.42409617 0.59958255 0.46256924 0.68183805 -0.24236759 0.20393486 0.86666097 0.46256924 2.08991069 -0.13969269 -1.27573450 0.52386384 0.95074751 0.68183805 -0.13969269 1.32083678 0.17199520 -0.17603874 -0.55290210 -0.24236759 -1.27573450 0.17199520 0.72037067 -0.22285412 0.25607501 0.20393486 0.52386384 -0.17603874 -0.22285412 0.35686454 *** 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) = -0.7382884796E-01 Kirchhoff stress -0.33566E+00 -0.83922E-01 0.24402E+00 -0.83922E-01 -0.29990E+00 -0.24266E+00 0.24402E+00 -0.24266E+00 -0.50730E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.01268194 1.50020551 1.01506745 0.82355672 -0.35826682 0.21100785 1.50020551 0.64311422 0.42794727 0.78572583 -0.25963610 0.17069573 1.01506745 0.42794727 2.05668525 -0.18435561 -1.15803154 0.42273159 0.82355672 0.78572583 -0.18435561 1.38930659 0.12906502 -0.18944757 -0.35826682 -0.25963610 -1.15803154 0.12906502 0.87603925 -0.26530893 0.21100785 0.17069573 0.42273159 -0.18944757 -0.26530893 0.31463137 *** 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) = -0.8284499466E-01 Kirchhoff stress -0.35065E+00 -0.79560E-01 0.22935E+00 -0.79560E-01 -0.32934E+00 -0.23699E+00 0.22935E+00 -0.23699E+00 -0.48653E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.91586167 1.53074438 1.13841459 0.77747896 -0.28264772 0.21026584 1.53074438 0.98558241 0.71738097 0.90366557 -0.27163420 0.45067901 1.13841459 0.71738097 2.43032400 -0.19003860 -1.00466346 0.67942216 0.77747896 0.90366557 -0.19003860 1.41163829 0.13113631 -0.19830435 -0.28264772 -0.27163420 -1.00466346 0.13113631 1.00492628 -0.26797888 0.21026584 0.45067901 0.67942216 -0.19830435 -0.26797888 0.59606707 *** 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) = -0.9164377100E-01 Kirchhoff stress -0.34187E+00 -0.77439E-01 0.21853E+00 -0.77439E-01 -0.34187E+00 -0.21853E+00 0.21853E+00 -0.21853E+00 -0.45385E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57695469 1.49651607 1.05072469 0.96125595 -0.70804093 0.31069170 1.49651607 1.57695469 1.05072469 0.96125595 -0.31069170 0.70804093 1.05072469 1.05072469 2.75659399 -0.17191237 -0.94687521 0.94687521 0.96125595 0.96125595 -0.17191237 1.36875117 0.23496586 -0.23496586 -0.70804093 -0.31069170 -0.94687521 0.23496586 0.92106761 -0.24617249 0.31069170 0.70804093 0.94687521 -0.23496586 -0.24617249 0.92106761 *** 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) = -0.1005012991 Kirchhoff stress -0.30670E+00 -0.77502E-01 0.21766E+00 -0.77502E-01 -0.34299E+00 -0.19878E+00 0.21766E+00 -0.19878E+00 -0.41318E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.12629835 1.50953373 0.72740785 0.84435230 -1.02946600 0.28865175 1.50953373 2.05696334 1.00047096 0.92169793 -0.30825817 0.43243945 0.72740785 1.00047096 2.18434008 -0.19694102 -1.23152259 0.74912257 0.84435230 0.92169793 -0.19694102 1.37281058 0.21688187 -0.23094203 -1.02946600 -0.30825817 -1.23152259 0.21688187 0.59993637 -0.26695287 0.28865175 0.43243945 0.74912257 -0.23094203 -0.26695287 0.86216779 *** 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) = -0.1098882618 Kirchhoff stress -0.26256E+00 -0.73688E-01 0.22743E+00 -0.73688E-01 -0.34025E+00 -0.18338E+00 0.22743E+00 -0.18338E+00 -0.36464E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92503496 1.50529315 0.46185851 0.67102113 -1.22275130 0.23278520 1.50529315 2.49759567 0.92711619 0.86243889 -0.29277304 0.12393579 0.46185851 0.92711619 1.59633992 -0.23584377 -1.48872129 0.52244510 0.67102113 0.86243889 -0.23584377 1.35941651 0.16546223 -0.21471102 -1.22275130 -0.29277304 -1.48872129 0.16546223 0.33490384 -0.30115051 0.23278520 0.12393579 0.52244510 -0.21471102 -0.30115051 0.77979165 *** 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) = -0.1200273456 Kirchhoff stress -0.22154E+00 -0.65948E-01 0.23729E+00 -0.65948E-01 -0.33461E+00 -0.17327E+00 0.23729E+00 -0.17327E+00 -0.31961E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01997139 1.48113200 0.52993202 0.51919475 -1.09715390 0.19546615 1.48113200 2.93851832 0.87788593 0.77876775 -0.26590611 -0.17266085 0.52993202 0.87788593 1.42433731 -0.24758521 -1.38386454 0.34608427 0.51919475 0.77876775 -0.24758521 1.32603027 0.13293714 -0.18788383 -1.09715390 -0.26590611 -1.38386454 0.13293714 0.40192276 -0.30786742 0.19546615 -0.17266085 0.34608427 -0.18788383 -0.30786742 0.72117342 *** 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) = -0.1307258094 Kirchhoff stress -0.18920E+00 -0.55316E-01 0.24270E+00 -0.55316E-01 -0.32339E+00 -0.16620E+00 0.24270E+00 -0.16620E+00 -0.28050E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.28680904 1.44808706 0.58939057 0.32542311 -0.98102686 0.16649377 1.44808706 3.26129235 0.87430201 0.69271680 -0.25406115 -0.32683662 0.58939057 0.87430201 1.32242791 -0.25076051 -1.28506166 0.25478867 0.32542311 0.69271680 -0.25076051 1.28395287 0.10912085 -0.17692689 -0.98102686 -0.25406115 -1.28506166 0.10912085 0.45897213 -0.30571929 0.16649377 -0.32683662 0.25478867 -0.17692689 -0.30571929 0.70811833 *** 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) = -0.1416363004 Kirchhoff stress -0.16913E+00 -0.40995E-01 0.24423E+00 -0.40995E-01 -0.31009E+00 -0.16043E+00 0.24423E+00 -0.16043E+00 -0.24673E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.61858303 1.38887450 0.62836879 0.12317118 -0.89601617 0.15060821 1.38887450 3.16483197 0.80995496 0.66262261 -0.26813784 -0.35023262 0.62836879 0.80995496 1.21602044 -0.23212450 -1.19480598 0.18637563 0.12317118 0.66262261 -0.23212450 1.21581342 0.09864877 -0.19273003 -0.89601617 -0.26813784 -1.19480598 0.09864877 0.49413926 -0.28150287 0.15060821 -0.35023262 0.18637563 -0.19273003 -0.28150287 0.63437609 *** 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) = -0.1524965381 Kirchhoff stress -0.15797E+00 -0.23952E-01 0.24410E+00 -0.23952E-01 -0.29701E+00 -0.15637E+00 0.24410E+00 -0.15637E+00 -0.21771E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.82895868 1.31326054 0.63587306 -0.04826246 -0.86796098 0.14011673 1.31326054 3.00442167 0.74252854 0.61435008 -0.27560279 -0.38206492 0.63587306 0.74252854 1.10997455 -0.20406569 -1.11594249 0.12029870 -0.04826246 0.61435008 -0.20406569 1.13105895 0.09368333 -0.20286742 -0.86796098 -0.27560279 -1.11594249 0.09368333 0.49603589 -0.24768896 0.14011673 -0.38206492 0.12029870 -0.20286742 -0.24768896 0.55763466 *** 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) = -0.1631681549 Kirchhoff stress -0.15418E+00 -0.49571E-02 0.24363E+00 -0.49571E-02 -0.28345E+00 -0.15342E+00 0.24363E+00 -0.15342E+00 -0.19243E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.85164138 1.21343873 0.63565265 -0.15089199 -0.84269594 0.12783348 1.21343873 2.90439160 0.70969797 0.55911671 -0.27251848 -0.35125663 0.63565265 0.70969797 1.01794848 -0.16866741 -1.03812910 0.07437612 -0.15089199 0.55911671 -0.16866741 1.02190991 0.08691880 -0.20334931 -0.84269594 -0.27251848 -1.03812910 0.08691880 0.48847668 -0.20652286 0.12783348 -0.35125663 0.07437612 -0.20334931 -0.20652286 0.51563179 *** 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) = -0.1736080900 Kirchhoff stress -0.14096E+00 0.10981E-01 0.24327E+00 0.10981E-01 -0.26755E+00 -0.15070E+00 0.24327E+00 -0.15070E+00 -0.17008E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.59633272 1.03386098 0.64959597 0.08026555 -0.83344786 0.12674367 1.03386098 2.74539265 0.69780000 0.49353446 -0.28066300 -0.30727509 0.64959597 0.69780000 0.97808096 -0.15254302 -0.99714707 0.06145486 0.08026555 0.49353446 -0.15254302 0.83297320 0.09122577 -0.21579738 -0.83344786 -0.28066300 -0.99714707 0.09122577 0.49364628 -0.18479808 0.12674367 -0.30727509 0.06145486 -0.21579738 -0.18479808 0.49475901 *** 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) = -0.1840553372 Kirchhoff stress -0.10716E+00 0.19058E-01 0.23953E+00 0.19058E-01 -0.24752E+00 -0.14444E+00 0.23953E+00 -0.14444E+00 -0.14482E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.16527398 0.97086958 0.78839732 0.14214502 -0.91507033 0.21254410 0.97086958 2.65883484 0.81681072 0.37300966 -0.37658755 -0.17386472 0.78839732 0.81681072 1.21867420 -0.26653441 -1.15220037 0.23983294 0.14214502 0.37300966 -0.26653441 0.76070556 0.18218590 -0.31659015 -0.91507033 -0.37658755 -1.15220037 0.18218590 0.62255411 -0.29351027 0.21254410 -0.17386472 0.23983294 -0.31659015 -0.29351027 0.60500154 *** 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) = -0.1944800205 Kirchhoff stress -0.68843E-01 0.22924E-01 0.22989E+00 0.22924E-01 -0.22180E+00 -0.13188E+00 0.22989E+00 -0.13188E+00 -0.11332E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.06925203 1.01898839 0.93897449 -0.04150860 -0.99731800 0.29600112 1.01898839 2.67601986 0.95253920 0.25420900 -0.47179013 -0.04003535 0.93897449 0.95253920 1.44658310 -0.39757869 -1.30534616 0.41077679 -0.04150860 0.25420900 -0.39757869 0.79983303 0.27046712 -0.41708033 -0.99731800 -0.47179013 -1.30534616 0.27046712 0.76246181 -0.41966144 0.29600112 -0.04003535 0.41077679 -0.41708033 -0.41966144 0.73224650 *** 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) = -0.2045364911 Kirchhoff stress -0.33990E-01 0.25495E-01 0.21633E+00 0.25495E-01 -0.19225E+00 -0.11493E+00 0.21633E+00 -0.11493E+00 -0.79378E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.27445378 0.99783561 0.94998925 -0.14301363 -0.95664746 0.27731778 0.99783561 2.59707790 0.94109414 0.19653401 -0.46509995 -0.00752143 0.94998925 0.94109414 1.36080595 -0.38179207 -1.23914437 0.36290465 -0.14301363 0.19653401 -0.38179207 0.77005693 0.25615946 -0.41592014 -0.95664746 -0.46509995 -1.23914437 0.25615946 0.76234766 -0.39942799 0.27731778 -0.00752143 0.36290465 -0.41592014 -0.39942799 0.71257483 *** 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) = -0.2139921341 Kirchhoff stress -0.78716E-02 0.28899E-01 0.20194E+00 0.28899E-01 -0.16199E+00 -0.98235E-01 0.20194E+00 -0.98235E-01 -0.49880E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.53691342 0.96872495 0.95652205 -0.20742973 -0.85198455 0.24135337 0.96872495 2.56106464 0.91366793 0.12463985 -0.42867660 -0.03313788 0.95652205 0.91366793 1.23692539 -0.33995811 -1.12572835 0.27366477 -0.20742973 0.12463985 -0.33995811 0.73269372 0.22399999 -0.38508461 -0.85198455 -0.42867660 -1.12572835 0.22399999 0.75758131 -0.35363240 0.24135337 -0.03313788 0.27366477 -0.38508461 -0.35363240 0.67708426 *** 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) = -0.2226748984 Kirchhoff stress 0.94762E-02 0.32714E-01 0.18696E+00 0.32714E-01 -0.13385E+00 -0.83667E-01 0.18696E+00 -0.83667E-01 -0.25543E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77042436 0.93731232 0.95566083 -0.25193743 -0.75154930 0.20249107 0.93731232 2.34769065 0.85411058 0.06665101 -0.37739411 -0.14410229 0.95566083 0.85411058 1.11928679 -0.29240294 -1.01072992 0.16431880 -0.25193743 0.06665101 -0.29240294 0.69377152 0.18841464 -0.33936234 -0.75154930 -0.37739411 -1.01072992 0.18841464 0.74559396 -0.30262045 0.20249107 -0.14410229 0.16431880 -0.33936234 -0.30262045 0.60996844 *** 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) = -0.2305605624 Kirchhoff stress 0.18904E-01 0.37137E-01 0.17204E+00 0.37137E-01 -0.11162E+00 -0.72600E-01 0.17204E+00 -0.72600E-01 -0.71303E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.97499449 0.90267528 0.94949115 -0.27765546 -0.65472048 0.16073793 0.90267528 2.07658192 0.79179710 0.02138665 -0.31827010 -0.26399255 0.94949115 0.79179710 1.05874930 -0.24275768 -0.88601060 0.04078442 -0.27765546 0.02138665 -0.24275768 0.65271643 0.14949078 -0.28567948 -0.65472048 -0.31827010 -0.88601060 0.14949078 0.72879280 -0.25004447 0.16073793 -0.26399255 0.04078442 -0.28567948 -0.25004447 0.54092909 *** 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) = -0.2377130684 Kirchhoff stress 0.21580E-01 0.42054E-01 0.15741E+00 0.42054E-01 -0.96808E-01 -0.65117E-01 0.15741E+00 -0.65117E-01 0.57459E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.13460036 0.88127289 0.96224377 -0.29799688 -0.58418849 0.13865781 0.88127289 1.76335370 0.75033242 -0.02523207 -0.27431084 -0.37006173 0.96224377 0.75033242 1.04070801 -0.21522896 -0.80073360 -0.04783622 -0.29799688 -0.02523207 -0.21522896 0.62603062 0.12978513 -0.24691909 -0.58418849 -0.27431084 -0.80073360 0.12978513 0.73168069 -0.22012422 0.13865781 -0.37006173 -0.04783622 -0.24691909 -0.22012422 0.49358069 *** 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) = -0.2442519851 Kirchhoff stress 0.21392E-01 0.46510E-01 0.14254E+00 0.46510E-01 -0.90287E-01 -0.60541E-01 0.14254E+00 -0.60541E-01 0.14635E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14085425 0.86435663 0.98049735 -0.29362622 -0.52975478 0.12583001 0.86435663 1.39964140 0.71545272 -0.06304298 -0.23548091 -0.47265167 0.98049735 0.71545272 1.03743679 -0.19617626 -0.73493152 -0.12142359 -0.29362622 -0.06304298 -0.19617626 0.60470481 0.11893464 -0.21300638 -0.52975478 -0.23548091 -0.73493152 0.11893464 0.74086361 -0.19919547 0.12583001 -0.47265167 -0.12142359 -0.21300638 -0.19919547 0.45374639 *** 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) = -0.2503658897 Kirchhoff stress 0.19807E-01 0.49673E-01 0.12753E+00 0.49673E-01 -0.89605E-01 -0.57466E-01 0.12753E+00 -0.57466E-01 0.20397E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.23277087 0.90309840 0.99680256 -0.23951171 -0.48382598 0.12327150 0.90309840 1.64527884 0.77885131 -0.20523170 -0.24617315 -0.31942432 0.99680256 0.77885131 1.04502180 -0.19501033 -0.68099407 -0.15459096 -0.23951171 -0.20523170 -0.19501033 0.63967140 0.11796541 -0.22822838 -0.48382598 -0.24617315 -0.68099407 0.11796541 0.74890459 -0.19663571 0.12327150 -0.31942432 -0.15459096 -0.22822838 -0.19663571 0.51303389 *** 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) = -0.2557480077 Kirchhoff stress 0.17579E-01 0.44021E-01 0.11001E+00 0.44021E-01 -0.64527E-01 -0.43919E-01 0.11001E+00 -0.43919E-01 0.27833E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.34484268 1.00936921 1.01322512 -0.16638167 -0.44787364 0.13596264 1.00936921 2.62189128 0.92858939 -0.47212995 -0.31801252 0.07727452 1.01322512 0.92858939 1.05932915 -0.21488962 -0.63906524 -0.15499322 -0.16638167 -0.47212995 -0.21488962 0.74258977 0.13187124 -0.30411585 -0.44787364 -0.31801252 -0.63906524 0.13187124 0.75791614 -0.21561020 0.13596264 0.07727452 -0.15499322 -0.30411585 -0.21561020 0.65934424 *** 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) = -0.2597599688 Kirchhoff stress 0.15619E-01 0.33697E-01 0.91707E-01 0.33697E-01 -0.32421E-01 -0.28339E-01 0.91707E-01 -0.28339E-01 0.33567E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.40012818 1.05409313 1.01368066 -0.09185681 -0.41222931 0.12185353 1.05409313 2.25420548 0.85082854 -0.39976305 -0.26652327 -0.09491056 1.01368066 0.85082854 1.03360630 -0.18451607 -0.58102808 -0.24390939 -0.09185681 -0.39976305 -0.18451607 0.78431987 0.11863190 -0.25612489 -0.41222931 -0.26652327 -0.58102808 0.11863190 0.75196004 -0.18472140 0.12185353 -0.09491056 -0.24390939 -0.25612489 -0.18472140 0.57867752 *** 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) = -0.2626004445 Kirchhoff stress 0.14043E-01 0.23944E-01 0.74704E-01 0.23944E-01 -0.12377E-01 -0.18342E-01 0.74704E-01 -0.18342E-01 0.34817E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.40864533 1.08946743 1.00759048 -0.03100987 -0.38109140 0.10382900 1.08946743 1.84695365 0.76732897 -0.29754009 -0.20681900 -0.27771491 1.00759048 0.76732897 1.00278763 -0.14995564 -0.52471610 -0.33345419 -0.03100987 -0.29754009 -0.14995564 0.81695487 0.10116569 -0.19932159 -0.38109140 -0.20681900 -0.52471610 0.10116569 0.74054266 -0.14989705 0.10382900 -0.27771491 -0.33345419 -0.19932159 -0.14989705 0.49261190 *** 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) = -0.2646788707 Kirchhoff stress 0.13468E-01 0.15829E-01 0.59427E-01 0.15829E-01 -0.41986E-02 -0.13746E-01 0.59427E-01 -0.13746E-01 0.31859E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.37950314 1.12798959 0.99719012 0.01061898 -0.35526360 0.08704121 1.12798959 1.62059818 0.70709980 -0.22630012 -0.16086249 -0.39137483 0.99719012 0.70709980 0.97072029 -0.11953781 -0.47271784 -0.41321596 0.01061898 -0.22630012 -0.11953781 0.85298973 0.08471196 -0.15565771 -0.35526360 -0.16086249 -0.47271784 0.08471196 0.72593886 -0.11934672 0.08704121 -0.39137483 -0.41321596 -0.15565771 -0.11934672 0.43012633 *** 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) = -0.2663083758 Kirchhoff stress 0.14714E-01 0.85864E-02 0.45611E-01 0.85864E-02 -0.14767E-02 -0.12221E-01 0.45611E-01 -0.12221E-01 0.25688E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.32103258 1.16626390 0.98239724 0.03218401 -0.33398583 0.07056029 1.16626390 1.52023687 0.65927551 -0.18136700 -0.12536245 -0.46023345 0.98239724 0.65927551 0.93559936 -0.09183213 -0.42391135 -0.48779340 0.03218401 -0.18136700 -0.09183213 0.88954297 0.06859682 -0.12190272 -0.33398583 -0.12536245 -0.42391135 0.06859682 0.70816953 -0.09166037 0.07056029 -0.46023345 -0.48779340 -0.12190272 -0.09166037 0.38089557 *** 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) = -0.2677035869 Kirchhoff stress 0.15534E-01 0.30727E-02 0.32393E-01 0.30727E-02 -0.40732E-02 -0.13751E-01 0.32393E-01 -0.13751E-01 0.15304E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.47874008 1.19221498 1.04086904 0.02451576 -0.23034838 0.04389053 1.19221498 1.39993081 0.60456405 -0.12692919 -0.08580585 -0.53823285 1.04086904 0.60456405 0.96247045 -0.06773769 -0.30316430 -0.56993741 0.02451576 -0.12692919 -0.06773769 0.91445832 0.04241027 -0.08365311 -0.23034838 -0.08580585 -0.30316430 0.04241027 0.76469346 -0.06764969 0.04389053 -0.53823285 -0.56993741 -0.08365311 -0.06764969 0.32557254 *** 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) = -0.2688856032 Kirchhoff stress 0.10284E-01 0.38668E-03 0.17093E-01 0.38668E-03 -0.74858E-02 -0.13312E-01 0.17093E-01 -0.13312E-01 0.30127E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.66725925 1.20212860 1.12553317 0.01263924 -0.10283709 0.01849177 1.20212860 1.57065383 0.88327384 -0.05140843 -0.02924541 -0.29858849 1.12553317 0.88327384 1.39331441 -0.02293583 -0.13324614 -0.29507265 0.01263924 -0.05140843 -0.02293583 0.92372452 0.01766408 -0.02824703 -0.10283709 -0.02924541 -0.13324614 0.01766408 0.84788301 -0.02291218 0.01849177 -0.29858849 -0.29507265 -0.02824703 -0.02291218 0.60419978 *** 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) = -0.2694226258 Kirchhoff stress 0.64212E-09 -0.27592E-15 0.48126E-15 -0.27806E-15 0.64212E-09 -0.71466E-15 0.48126E-15 -0.71052E-15 0.64212E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.80946364 1.19701108 1.19701108 0.00000000 -0.00000000 0.00000000 1.19701108 1.80946364 1.19701108 0.00000000 -0.00000000 0.00000000 1.19701108 1.19701108 1.80946364 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 0.91838428 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.91838428 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.00000000 0.91838428 * CB-KIM calculation successfully completed