---------------------------------------------------------------------------- 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_Foiles_Baskes_Universal3_Cu__MO_666348409573_003 Maximum cut-off distance: 4.9500000000 **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 2.87014175584435538013 -0.00000000000000009149 1.43507087792217769007 -0.00000000000000009149 2.87014175584435227151 1.43507087792217613575 -0.00000000000000009046 -0.00000000000000020108 1.43507087792217302713 **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) = -0.2970505369 Kirchhoff stress 0.20852E-09 -0.23112E-17 -0.64566E-17 -0.23112E-17 0.20852E-09 -0.21028E-15 -0.59430E-17 -0.21578E-15 0.20852E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85883611 0.86071951 0.86071951 0.00000000 -0.00000000 0.00000000 0.86071951 0.85883611 0.86071951 0.00000000 -0.00000000 0.00000000 0.86071951 0.86071951 0.85883611 -0.00000000 -0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.56029179 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.56029179 -0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 -0.00000000 0.56029179 *** 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) = -0.2968479850 Kirchhoff stress -0.12081E-03 0.30498E-03 -0.97815E-02 0.30498E-03 0.50266E-04 0.11005E-01 -0.97815E-02 0.11005E-01 0.65645E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.90944779 0.85440649 0.82790205 -0.02036181 0.01523086 -0.04962639 0.85440649 0.82402155 0.88762400 0.02326005 0.04302378 -0.01705963 0.82790205 0.88762400 0.85431179 -0.00330287 0.03555302 -0.04111819 -0.02036181 0.02326005 -0.00330287 0.55313454 -0.04682095 0.04059909 0.01523086 0.04302378 0.03555302 -0.04682095 0.52626768 -0.00270329 -0.04962639 -0.01705963 -0.04111819 0.04059909 -0.00270329 0.58722130 *** 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) = -0.2961961169 Kirchhoff stress -0.37673E-02 0.42340E-02 -0.19320E-01 0.42340E-02 -0.35870E-02 0.23717E-01 -0.19320E-01 0.23717E-01 -0.16861E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98462361 0.79599434 0.79484606 -0.05565258 0.03015452 -0.12212968 0.79599434 0.03625494 0.83840396 -0.16679085 0.01786910 -0.28215914 0.79484606 0.83840396 0.84193939 -0.04174527 0.06467295 -0.11620646 -0.05565258 -0.16679085 -0.04174527 0.49596618 -0.11613545 0.01359461 0.03015452 0.01786910 0.06467295 -0.11613545 0.49357039 -0.04106838 -0.12212968 -0.28215914 -0.11620646 0.01359461 -0.04106838 0.54076027 *** 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) = -0.2950892920 Kirchhoff stress -0.10538E-01 0.88665E-02 -0.28967E-01 0.88665E-02 -0.72933E-02 0.38366E-01 -0.28967E-01 0.38366E-01 -0.17402E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09357203 0.82962436 0.77568098 -0.06056084 0.05605607 -0.16760288 0.82962436 0.83283967 0.93879950 0.04024352 0.11260980 -0.06314843 0.77568098 0.93879950 0.84314571 -0.05256457 0.10571177 -0.15195089 -0.06056084 0.04024352 -0.05256457 0.53078006 -0.15802815 0.10687341 0.05605607 0.11260980 0.10571177 -0.15802815 0.47516515 -0.05102388 -0.16760288 -0.06314843 -0.15195089 0.10687341 -0.05102388 0.64466599 *** 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) = -0.2933679356 Kirchhoff stress -0.21554E-01 0.15152E-01 -0.37943E-01 0.15152E-01 -0.11505E-01 0.55282E-01 -0.37943E-01 0.55282E-01 -0.61346E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.22802645 0.81174897 0.75970673 -0.06856902 0.08185955 -0.22895932 0.81174897 0.84474058 0.95896586 0.03973102 0.13588887 -0.11186349 0.75970673 0.95896586 0.85173147 -0.09485044 0.13691157 -0.21536377 -0.06856902 0.03973102 -0.09485044 0.51470823 -0.21553079 0.12826398 0.08185955 0.13588887 0.13691157 -0.21553079 0.46137359 -0.09261366 -0.22895932 -0.11186349 -0.21536377 0.12826398 -0.09261366 0.67041907 *** 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) = -0.2908910456 Kirchhoff stress -0.36652E-01 0.22350E-01 -0.48656E-01 0.22350E-01 -0.13666E-01 0.73907E-01 -0.48656E-01 0.73907E-01 -0.10152E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.39037994 0.79656593 0.75002118 -0.06386332 0.11382944 -0.29085096 0.79656593 0.85341793 0.97338470 0.01865858 0.15956562 -0.17014514 0.75002118 0.97338470 0.84779577 -0.14291963 0.18046884 -0.29494435 -0.06386332 0.01865858 -0.14291963 0.50035951 -0.27302501 0.15048642 0.11382944 0.15956562 0.18046884 -0.27302501 0.45287919 -0.14020729 -0.29085096 -0.17014514 -0.29494435 0.15048642 -0.14020729 0.68934715 *** 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) = -0.2875069973 Kirchhoff stress -0.56816E-01 0.30109E-01 -0.60819E-01 0.30109E-01 -0.18063E-01 0.94512E-01 -0.60819E-01 0.94512E-01 -0.16631E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.57725961 0.78226346 0.74823072 -0.04174749 0.15058003 -0.34945085 0.78226346 0.84008850 0.98095710 -0.00298643 0.17913785 -0.23254886 0.74823072 0.98095710 0.85035354 -0.19546174 0.23112732 -0.38203074 -0.04174749 -0.00298643 -0.19546174 0.48867589 -0.32698298 0.16859903 0.15058003 0.17913785 0.23112732 -0.32698298 0.45299044 -0.19284133 -0.34945085 -0.23254886 -0.38203074 0.16859903 -0.19284133 0.70378071 *** 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) = -0.2830818431 Kirchhoff stress -0.81720E-01 0.36332E-01 -0.74518E-01 0.36332E-01 -0.21936E-01 0.11471E+00 -0.74518E-01 0.11471E+00 -0.27465E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.78561246 0.77564338 0.75436731 -0.00140199 0.19184946 -0.40541927 0.77564338 0.82194820 0.99098004 -0.02776049 0.19905303 -0.30075090 0.75436731 0.99098004 0.87810260 -0.25092066 0.29252556 -0.46791559 -0.00140199 -0.02776049 -0.25092066 0.48464415 -0.37698329 0.18685635 0.19184946 0.19905303 0.29252556 -0.37698329 0.46228821 -0.24844942 -0.40541927 -0.30075090 -0.46791559 0.18685635 -0.24844942 0.72217283 *** 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) = -0.2775067475 Kirchhoff stress -0.10900E+00 0.41787E-01 -0.89792E-01 0.41787E-01 -0.26533E-01 0.13690E+00 -0.89792E-01 0.13690E+00 -0.39731E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.98245942 0.77909793 0.77052429 0.05333889 0.23689587 -0.45736810 0.77909793 0.79711829 0.99584140 -0.05348107 0.22031327 -0.37836914 0.77052429 0.99584140 0.90191781 -0.30949849 0.36201805 -0.57038306 0.05333889 -0.05348107 -0.30949849 0.49016128 -0.42302621 0.20604637 0.23689587 0.22031327 0.36201805 -0.42302621 0.48011853 -0.30801510 -0.45736810 -0.37836914 -0.57038306 0.20604637 -0.30801510 0.73537272 *** 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) = -0.2706588941 Kirchhoff stress -0.14297E+00 0.45416E-01 -0.10675E+00 0.45416E-01 -0.34572E-01 0.15877E+00 -0.10675E+00 0.15877E+00 -0.56675E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.21271046 0.79395136 0.79291114 0.13217270 0.28449849 -0.50539778 0.79395136 0.77784006 1.00673648 -0.07923470 0.24279298 -0.45233353 0.79291114 1.00673648 0.94469707 -0.37071210 0.44157199 -0.67460428 0.13217270 -0.07923470 -0.37071210 0.51006862 -0.46443865 0.22609595 0.28449849 0.24279298 0.44157199 -0.46443865 0.50661564 -0.37095290 -0.50539778 -0.45233353 -0.67460428 0.22609595 -0.37095290 0.75707793 *** 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) = -0.2624647572 Kirchhoff stress -0.18089E+00 0.46324E-01 -0.12604E+00 0.46324E-01 -0.43413E-01 0.18254E+00 -0.12604E+00 0.18254E+00 -0.76976E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.44618911 0.82250488 0.82176976 0.23071153 0.33376729 -0.54988465 0.82250488 0.74434122 1.01398604 -0.09547622 0.27191357 -0.53772132 0.82176976 1.01398604 1.00339145 -0.43071656 0.53385394 -0.78925149 0.23071153 -0.09547622 -0.43071656 0.54387441 -0.50293877 0.25262895 0.33376729 0.27191357 0.53385394 -0.50293877 0.54006563 -0.43310182 -0.54988465 -0.53772132 -0.78925149 0.25262895 -0.43310182 0.77467173 *** 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) = -0.2527996432 Kirchhoff stress -0.22216E+00 0.44681E-01 -0.14731E+00 0.44681E-01 -0.55433E-01 0.20674E+00 -0.14731E+00 0.20674E+00 -0.10202E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.67493485 0.86589710 0.85612980 0.34769692 0.38403666 -0.59143472 0.86589710 0.71193918 1.02568390 -0.10211939 0.30547751 -0.62189505 0.85612980 1.02568390 1.08413810 -0.49107223 0.63753773 -0.90862911 0.34769692 -0.10211939 -0.49107223 0.59368770 -0.53850639 0.28329427 0.38403666 0.30547751 0.63753773 -0.53850639 0.58013779 -0.49631345 -0.59143472 -0.62189505 -0.90862911 0.28329427 -0.49631345 0.79752150 *** 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) = -0.2416253909 Kirchhoff stress -0.26598E+00 0.40349E-01 -0.17052E+00 0.40349E-01 -0.71144E-01 0.23138E+00 -0.17052E+00 0.23138E+00 -0.13214E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.89083820 0.92494117 0.89518975 0.48089842 0.43483238 -0.63046589 0.92494117 0.68415582 1.04282927 -0.09628068 0.34320038 -0.70247185 0.89518975 1.04282927 1.18933991 -0.55193894 0.75247973 -1.03270548 0.48089842 -0.09628068 -0.55193894 0.66033891 -0.57173465 0.31781382 0.43483238 0.34320038 0.75247973 -0.57173465 0.62612040 -0.56070204 -0.63046589 -0.70247185 -1.03270548 0.31781382 -0.56070204 0.82637605 *** 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) = -0.2289316095 Kirchhoff stress -0.31138E+00 0.33331E-01 -0.19558E+00 0.33331E-01 -0.90965E-01 0.25652E+00 -0.19558E+00 0.25652E+00 -0.16762E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.08555698 0.99994362 0.93835528 0.62709464 0.48592185 -0.66729735 0.99994362 0.66477095 1.06603257 -0.07531738 0.38438002 -0.77753853 0.93835528 1.06603257 1.32143998 -0.61356738 0.87846461 -1.16168041 0.62709464 -0.07531738 -0.61356738 0.74409859 -0.60311941 0.35550843 0.48592185 0.38438002 0.87846461 -0.60311941 0.67744009 -0.62643163 -0.66729735 -0.77753853 -1.16168041 0.35550843 -0.62643163 0.86156019 *** 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) = -0.2147531794 Kirchhoff stress -0.35673E+00 0.23905E-01 -0.22143E+00 0.23905E-01 -0.11517E+00 0.28251E+00 -0.22143E+00 0.28251E+00 -0.20682E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.25006586 1.09067540 0.98104413 0.78175448 0.53495660 -0.70266248 1.09067540 0.65758437 1.09589499 -0.03686838 0.42824021 -0.84560639 0.98104413 1.09589499 1.46572412 -0.67744918 1.00590013 -1.29847012 0.78175448 -0.03686838 -0.67744918 0.84448991 -0.63362089 0.39523435 0.53495660 0.42824021 1.00590013 -0.63362089 0.72849471 -0.69505544 -0.70266248 -0.84560639 -1.29847012 0.39523435 -0.69505544 0.90259467 *** 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) = -0.1991215387 Kirchhoff stress -0.40198E+00 0.12136E-01 -0.25000E+00 0.12136E-01 -0.14395E+00 0.30908E+00 -0.25000E+00 0.30908E+00 -0.25362E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.37875481 1.19561119 1.03142768 0.94009282 0.58681853 -0.73526161 1.19561119 0.66622505 1.13117079 0.02094921 0.47306115 -0.90583587 1.03142768 1.13117079 1.65646598 -0.74164923 1.15289293 -1.43928504 0.94009282 0.02094921 -0.74164923 0.96032403 -0.66205233 0.43615864 0.58681853 0.47306115 1.15289293 -0.66205233 0.78936545 -0.76415895 -0.73526161 -0.90583587 -1.43928504 0.43615864 -0.76415895 0.94948848 *** 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) = -0.1820943759 Kirchhoff stress -0.44510E+00 -0.14282E-02 -0.28029E+00 -0.14282E-02 -0.17709E+00 0.33642E+00 -0.28029E+00 0.33642E+00 -0.30642E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.26897206 1.15737529 0.92096161 1.08271240 0.60802959 -0.71438299 1.15737529 0.56979673 1.04059158 0.08931186 0.49313589 -0.91704448 0.92096161 1.04059158 1.74229083 -0.81775787 1.28437640 -1.54316934 1.08271240 0.08931186 -0.81775787 1.08806314 -0.69065153 0.48046084 0.60802959 0.49313589 1.28437640 -0.69065153 0.84946676 -0.82630301 -0.71438299 -0.91704448 -1.54316934 0.48046084 -0.82630301 0.98768533 *** 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) = -0.1637806217 Kirchhoff stress -0.48881E+00 -0.17091E-01 -0.31197E+00 -0.17091E-01 -0.21883E+00 0.36588E+00 -0.31197E+00 0.36588E+00 -0.36932E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.33579850 1.30871267 0.99606412 1.23413109 0.65330538 -0.74314291 1.30871267 0.64812872 1.10832102 0.18919807 0.53675327 -0.96401905 0.99606412 1.10832102 2.03035745 -0.88574486 1.44982493 -1.70002831 1.23413109 0.18919807 -0.88574486 1.23187527 -0.71437828 0.52033170 0.65330538 0.53675327 1.44982493 -0.71437828 0.91655342 -0.89759176 -0.74314291 -0.96401905 -1.70002831 0.52033170 -0.89759176 1.05002591 *** 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) = -0.1442698675 Kirchhoff stress -0.52262E+00 -0.32409E-01 -0.34491E+00 -0.32409E-01 -0.26241E+00 0.39537E+00 -0.34491E+00 0.39537E+00 -0.43527E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.73727761 1.53380280 1.13221192 1.18981294 0.49991599 -0.87492568 1.53380280 0.85708010 1.27276550 0.31519292 0.58961403 -1.04174681 1.13221192 1.27276550 2.45236737 -0.95792918 1.63249944 -1.90759787 1.18981294 0.31519292 -0.95792918 1.32993601 -0.79193814 0.53910681 0.49991599 0.58961403 1.63249944 -0.79193814 0.91993158 -0.99656956 -0.87492568 -1.04174681 -1.90759787 0.53910681 -0.99656956 1.11799641 *** 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) = -0.1237426389 Kirchhoff stress -0.55272E+00 -0.47353E-01 -0.37998E+00 -0.47353E-01 -0.30723E+00 0.42573E+00 -0.37998E+00 0.42573E+00 -0.50855E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.40801843 1.70887570 1.26535204 1.48223557 0.78206095 -0.83474218 1.70887570 0.95996797 1.32935844 0.46790917 0.64262081 -1.06403578 1.26535204 1.32935844 2.80184931 -1.00559228 1.84298766 -2.06715527 1.48223557 0.46790917 -1.00559228 1.51848883 -0.75139439 0.58828521 0.78206095 0.64262081 1.84298766 -0.75139439 1.06673909 -1.04898738 -0.83474218 -1.06403578 -2.06715527 0.58828521 -1.04898738 1.18289317 *** 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) = -0.1022865435 Kirchhoff stress -0.57449E+00 -0.61956E-01 -0.41658E+00 -0.61956E-01 -0.35432E+00 0.45691E+00 -0.41658E+00 0.45691E+00 -0.58922E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.26714566 1.82720309 1.32865037 1.57041159 0.83244371 -0.84646176 1.82720309 1.08900243 1.38287635 0.62777941 0.67724967 -1.08126910 1.32865037 1.38287635 3.18816003 -1.06997810 2.04019875 -2.23750600 1.57041159 0.62777941 -1.06997810 1.65000140 -0.76378671 0.61961861 0.83244371 0.67724967 2.04019875 -0.76378671 1.14352922 -1.11730683 -0.84646176 -1.08126910 -2.23750600 0.61961861 -1.11730683 1.24367783 *** 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) = -0.8002554261E-01 Kirchhoff stress -0.59125E+00 -0.73891E-01 -0.45461E+00 -0.73891E-01 -0.40318E+00 0.48874E+00 -0.45461E+00 0.48874E+00 -0.67757E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.10079994 1.93335012 1.39227197 1.61982712 0.88125227 -0.85064310 1.93335012 1.24787386 1.43636190 0.80024429 0.70730501 -1.08977762 1.39227197 1.43636190 3.62023022 -1.13115302 2.24577732 -2.41197374 1.61982712 0.80024429 -1.13115302 1.77040385 -0.76999886 0.64694203 0.88125227 0.70730501 2.24577732 -0.76999886 1.22157493 -1.18192519 -0.85064310 -1.08977762 -2.41197374 0.64694203 -1.18192519 1.30360637 *** 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) = -0.5706814468E-01 Kirchhoff stress -0.60081E+00 -0.83079E-01 -0.49386E+00 -0.83079E-01 -0.45222E+00 0.52093E+00 -0.49386E+00 0.52093E+00 -0.77384E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.89337196 1.97307210 1.45123417 1.62477669 0.92385474 -0.86067206 1.97307210 0.71023628 1.41788751 0.79930810 0.67584129 -1.31604066 1.45123417 1.41788751 4.09281519 -1.20553377 2.45294751 -2.61138389 1.62477669 0.79930810 -1.20553377 1.82456816 -0.78319949 0.61351700 0.92385474 0.67584129 2.45294751 -0.78319949 1.29511621 -1.25889327 -0.86067206 -1.31604066 -2.61138389 0.61351700 -1.25889327 1.29075589 *** 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) = -0.3356344316E-01 Kirchhoff stress -0.60319E+00 -0.89234E-01 -0.53415E+00 -0.89234E-01 -0.50160E+00 0.55266E+00 -0.53415E+00 0.55266E+00 -0.87836E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.66132961 2.07697922 1.51717162 1.61966556 0.96920922 -0.83314451 2.07697922 1.66382399 1.53959148 1.16529199 0.75348532 -1.07515757 1.51717162 1.53959148 4.62773031 -1.23813135 2.67655167 -2.76725429 1.61966556 1.16529199 -1.23813135 1.94337008 -0.75983170 0.69029804 0.96920922 0.75348532 2.67655167 -0.75983170 1.37571299 -1.29303173 -0.83314451 -1.07515757 -2.76725429 0.69029804 -1.29303173 1.41801290 *** 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) = -0.9558836289E-02 Kirchhoff stress -0.59837E+00 -0.91154E-01 -0.57484E+00 -0.91154E-01 -0.54634E+00 0.58455E+00 -0.57484E+00 0.58455E+00 -0.99089E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.40466712 2.10397201 1.57487894 1.57244056 1.00466417 -0.81048198 2.10397201 1.89275286 1.58541510 1.33881529 0.76826505 -1.05809388 1.57487894 1.58541510 5.20483078 -1.28099782 2.89770552 -2.94482416 1.57244056 1.33881529 -1.28099782 1.98460116 -0.74230922 0.70497789 1.00466417 0.76826505 2.89770552 -0.74230922 1.44783292 -1.33649823 -0.81048198 -1.05809388 -2.94482416 0.70497789 -1.33649823 1.46823654 *** 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) = 0.1487088217E-01 Kirchhoff stress -0.58683E+00 -0.89119E-01 -0.61553E+00 -0.89119E-01 -0.58683E+00 0.61553E+00 -0.61553E+00 0.61553E+00 -0.11116E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13474733 2.09759450 1.62635712 1.49848450 1.03148181 -0.77833440 2.09759450 2.13474733 1.62635712 1.49848450 0.77833440 -1.03148181 1.62635712 1.62635712 5.83070795 -1.31444459 3.11901094 -3.11901094 1.49848450 1.49848450 -1.31444459 1.99215877 -0.71599594 0.71599594 1.03148181 0.77833440 3.11901094 -0.71599594 1.51337490 -1.36947443 -0.77833440 -1.03148181 -3.11901094 0.71599594 -1.36947443 1.51337490 *** 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) = 0.3966706878E-01 Kirchhoff stress -0.56913E+00 -0.83173E-01 -0.65557E+00 -0.83173E-01 -0.62162E+00 0.64511E+00 -0.65557E+00 0.64511E+00 -0.12403E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.85942796 2.05731054 1.66891793 1.40267722 1.04731854 -0.73740537 2.05731054 2.38123385 1.66127670 1.63712224 0.78399499 -0.99482430 1.66891793 1.66127670 6.50452043 -1.33726667 3.33708285 -3.28727597 1.40267722 1.63712224 -1.33726667 1.96533460 -0.68139410 0.72365461 1.04731854 0.78399499 3.33708285 -0.68139410 1.56949975 -1.39077326 -0.73740537 -0.99482430 -3.28727597 0.72365461 -1.39077326 1.55252746 *** 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) = 0.6477885993E-01 Kirchhoff stress -0.54592E+00 -0.73683E-01 -0.69432E+00 -0.73683E-01 -0.64990E+00 0.67190E+00 -0.69432E+00 0.67190E+00 -0.13783E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58574352 1.98448735 1.69964234 1.29049791 1.05005359 -0.68903200 1.98448735 2.62416215 1.69351765 1.74894984 0.78581308 -0.94513902 1.69964234 1.69351765 7.23864301 -1.34780435 3.54920685 -3.43855213 1.29049791 1.74894984 -1.34780435 1.90541083 -0.63952402 0.72851608 1.05005359 0.78581308 3.54920685 -0.63952402 1.61335949 -1.39876873 -0.68903200 -0.94513902 -3.43855213 0.72851608 -1.39876873 1.58976503 *** 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) = 0.9016437495E-01 Kirchhoff stress -0.51790E+00 -0.60919E-01 -0.73053E+00 -0.60919E-01 -0.66959E+00 0.69727E+00 -0.73053E+00 0.69727E+00 -0.15217E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.31957163 1.88212751 1.71577342 1.16742606 1.03802051 -0.63503648 1.88212751 2.85078214 1.71274888 1.82881017 0.78276037 -0.88722754 1.71577342 1.71274888 7.99927084 -1.34751761 3.74746792 -3.58761583 1.16742606 1.82881017 -1.34751761 1.81511081 -0.59225106 0.72938346 1.03802051 0.78276037 3.74746792 -0.59225106 1.64163331 -1.39506984 -0.63503648 -0.88722754 -3.58761583 0.72938346 -1.39506984 1.61393828 *** 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) = 0.1158150495 Kirchhoff stress -0.48585E+00 -0.45642E-01 -0.76348E+00 -0.45642E-01 -0.68039E+00 0.71983E+00 -0.76348E+00 0.71983E+00 -0.16716E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06594681 1.75458525 1.71471729 1.03875674 1.01037236 -0.57767757 1.75458525 3.05275509 1.72203564 1.87436935 0.77503264 -0.81854622 1.71471729 1.72203564 8.79812540 -1.33523955 3.92873933 -3.72221027 1.03875674 1.87436935 -1.33523955 1.69872519 -0.54148032 0.72635447 1.01037236 0.77503264 3.92873933 -0.54148032 1.65186945 -1.37861754 -0.57767757 -0.81854622 -3.72221027 0.72635447 -1.37861754 1.62886382 *** 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) = 0.1417044224 Kirchhoff stress -0.44842E+00 -0.28389E-01 -0.79217E+00 -0.28389E-01 -0.68141E+00 0.73840E+00 -0.79217E+00 0.73840E+00 -0.18253E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.08788390 1.54739470 1.53434615 0.74177530 1.15876436 -0.42693692 1.54739470 3.20429891 1.62597859 1.88766587 0.74027413 -0.70031060 1.53434615 1.62597859 9.06269494 -1.23951610 3.88591089 -3.61000217 0.74177530 1.88766587 -1.23951610 1.50145558 -0.39684517 0.69685309 1.15876436 0.74027413 3.88591089 -0.39684517 1.48140186 -1.27824510 -0.42693692 -0.70031060 -3.61000217 0.69685309 -1.27824510 1.53912062 *** 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) = 0.1677436760 Kirchhoff stress -0.41068E+00 -0.96128E-02 -0.81585E+00 -0.96128E-02 -0.67487E+00 0.75416E+00 -0.81585E+00 0.75416E+00 -0.19852E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.59017769 1.44576110 1.65021817 0.77588975 0.91647877 -0.46009981 1.44576110 3.36863418 1.70200865 1.85301965 0.74205743 -0.65069799 1.65021817 1.70200865 10.47241456 -1.27568609 4.21485670 -3.93138455 0.77588975 1.85301965 -1.27568609 1.40918180 -0.43587071 0.70450824 0.91647877 0.74205743 4.21485670 -0.43587071 1.60680624 -1.30926632 -0.46009981 -0.65069799 -3.93138455 0.70450824 -1.30926632 1.62297477 *** 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) = 0.1939214009 Kirchhoff stress -0.36901E+00 0.78923E-02 -0.83302E+00 0.78923E-02 -0.65652E+00 0.76589E+00 -0.83302E+00 0.76589E+00 -0.21485E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.37504096 1.27170166 1.59072302 0.66182469 0.84080691 -0.40474933 1.27170166 3.44836116 1.67170580 1.79794999 0.71466039 -0.55559496 1.59072302 1.67170580 11.35838548 -1.23155595 4.31022827 -4.00818516 0.66182469 1.79794999 -1.23155595 1.24303945 -0.38581398 0.68312217 0.84080691 0.71466039 4.31022827 -0.38581398 1.55566376 -1.25957020 -0.40474933 -0.55559496 -4.00818516 0.68312217 -1.25957020 1.60122782 *** 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) = 0.2201863848 Kirchhoff stress -0.32552E+00 0.25741E-01 -0.84428E+00 0.25741E-01 -0.62911E+00 0.77363E+00 -0.84428E+00 0.77363E+00 -0.23140E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.14512413 1.09401409 1.42527637 0.54056543 0.81042670 -0.34575982 1.09401409 3.47942018 1.62093228 1.71242973 0.68155776 -0.45610762 1.42527637 1.62093228 11.96555279 -1.19787854 4.53032697 -4.02762569 0.54056543 1.71242973 -1.19787854 1.07229736 -0.33149263 0.65614878 0.81042670 0.68155776 4.53032697 -0.33149263 1.39758667 -1.22035587 -0.34575982 -0.45610762 -4.02762569 0.65614878 -1.22035587 1.56015777 *** 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) = 0.2464600466 Kirchhoff stress -0.28272E+00 0.41200E-01 -0.84575E+00 0.41200E-01 -0.59343E+00 0.77601E+00 -0.84575E+00 0.77601E+00 -0.24813E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.00798053 0.91524698 1.41040997 0.45044439 0.67383839 -0.30910404 0.91524698 3.46471938 1.56330105 1.60535152 0.63100393 -0.34685596 1.41040997 1.56330105 13.12741155 -1.12336889 4.38867447 -4.08256332 0.45044439 1.60535152 -1.12336889 0.89959755 -0.29890347 0.61152316 0.67383839 0.63100393 4.38867447 -0.29890347 1.38962154 -1.14040203 -0.30910404 -0.34685596 -4.08256332 0.61152316 -1.14040203 1.51346517 *** 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) = 0.2726677513 Kirchhoff stress -0.24100E+00 0.55127E-01 -0.84249E+00 0.55127E-01 -0.54941E+00 0.77481E+00 -0.84249E+00 0.77481E+00 -0.26474E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.12500875 0.74840993 1.29933263 0.36168319 0.58937225 -0.26920891 0.74840993 3.40930974 1.47915822 1.46925809 0.57665790 -0.24686876 1.29933263 1.47915822 14.01010763 -1.05952221 4.37567634 -4.08033419 0.36168319 1.46925809 -1.05952221 0.73794576 -0.26249779 0.56295622 0.58937225 0.57665790 4.37567634 -0.26249779 1.28460566 -1.07137843 -0.26920891 -0.24686876 -4.08033419 0.56295622 -1.07137843 1.44110239 *** 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) = 0.2987479856 Kirchhoff stress -0.20033E+00 0.66794E-01 -0.83161E+00 0.66794E-01 -0.50015E+00 0.76792E+00 -0.83161E+00 0.76792E+00 -0.28121E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.23541756 0.58995763 1.17699801 0.28708642 0.50704637 -0.23412494 0.58995763 3.28830491 1.37421572 1.32384939 0.51668250 -0.15962743 1.17699801 1.37421572 14.87677850 -0.98878149 4.32131008 -4.04698346 0.28708642 1.32384939 -0.98878149 0.58383132 -0.23025699 0.50830375 0.50704637 0.51668250 4.32131008 -0.23025699 1.16774004 -0.99597040 -0.23412494 -0.15962743 -4.04698346 0.50830375 -0.99597040 1.34883095 *** 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) = 0.3246043123 Kirchhoff stress -0.16114E+00 0.74459E-01 -0.81268E+00 0.74459E-01 -0.44600E+00 0.75575E+00 -0.81268E+00 0.75575E+00 -0.29757E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.32414260 0.44689819 1.04987973 0.22584543 0.42826386 -0.20169701 0.44689819 3.14102272 1.25617918 1.17368555 0.44891980 -0.08854585 1.04987973 1.25617918 15.73754813 -0.91426884 4.22003477 -3.97515774 0.22584543 1.17368555 -0.91426884 0.44429440 -0.20009149 0.44524041 0.42826386 0.44891980 4.22003477 -0.20009149 1.04561434 -0.91737361 -0.20169701 -0.08854585 -3.97515774 0.44524041 -0.91737361 1.24395198 *** 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) = 0.3500724496 Kirchhoff stress -0.12139E+00 0.79312E-01 -0.78659E+00 0.79312E-01 -0.38581E+00 0.73751E+00 -0.78659E+00 0.73751E+00 -0.31330E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -1.11761437 0.27358509 0.84505594 -0.00365313 0.13080327 -0.22853349 0.27358509 2.93013242 1.11392317 1.00300229 0.36671864 -0.02823699 0.84505594 1.11392317 16.54084657 -0.84959792 4.06195048 -3.87839703 -0.00365313 1.00300229 -0.84959792 0.27379141 -0.22865668 0.36701351 0.13080327 0.36671864 4.06195048 -0.22865668 0.84542840 -0.84935376 -0.22853349 -0.02823699 -3.87839703 0.36701351 -0.84935376 1.11500842 *** 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) = 0.3749630750 Kirchhoff stress -0.85112E-01 0.80248E-01 -0.75365E+00 0.80248E-01 -0.32360E+00 0.71242E+00 -0.75365E+00 0.71242E+00 -0.32852E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.46987069 0.20722468 0.77810073 0.13304668 0.28551857 -0.14605746 0.20722468 2.69159539 0.96888006 0.85597987 0.31213935 0.02446538 0.77810073 0.96888006 17.32130225 -0.74533090 3.90786169 -3.73367375 0.13304668 0.85597987 -0.74533090 0.20967747 -0.14746914 0.31563985 0.28551857 0.31213935 3.90786169 -0.14746914 0.78303635 -0.74250328 -0.14605746 0.02446538 -3.73367375 0.31563985 -0.74250328 0.98327984 *** 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) = 0.3990972061 Kirchhoff stress -0.50963E-01 0.77731E-01 -0.71356E+00 0.77731E-01 -0.26097E+00 0.68019E+00 -0.71356E+00 0.68019E+00 -0.34306E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.50986259 0.11566180 0.64404268 0.10287699 0.22821789 -0.11993107 0.11566180 2.42439308 0.81244570 0.70462098 0.24672088 0.05892255 0.64404268 0.81244570 18.04989441 -0.65414220 3.69396523 -3.55555496 0.10287699 0.70462098 -0.65414220 0.11986669 -0.12225280 0.25259757 0.22821789 0.24672088 3.69396523 -0.12225280 0.65358163 -0.64953860 -0.11993107 0.05892255 -3.55555496 0.25259757 -0.64953860 0.83971316 *** 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) = 0.4222244035 Kirchhoff stress -0.19131E-01 0.72117E-01 -0.66655E+00 0.72117E-01 -0.19954E+00 0.64052E+00 -0.66655E+00 0.64052E+00 -0.35680E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.53535147 0.04227686 0.51395763 0.07963265 0.17870480 -0.09532329 0.04227686 2.13920501 0.65382627 0.56424667 0.18684660 0.07934109 0.51395763 0.65382627 18.72536101 -0.56029499 3.44333099 -3.33803071 0.07963265 0.56424667 -0.56029499 0.04782682 -0.09824796 0.19426848 0.17870480 0.18684660 3.44333099 -0.09824796 0.52827711 -0.55469975 -0.09532329 0.07934109 -3.33803071 0.19426848 -0.55469975 0.69309022 *** 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) = 0.4440147322 Kirchhoff stress 0.11843E-01 0.63570E-01 -0.61165E+00 0.63570E-01 -0.14071E+00 0.59302E+00 -0.61165E+00 0.59302E+00 -0.36948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.56205317 -0.05915960 0.37837664 0.05338981 0.12386718 -0.08410144 -0.05915960 1.14077903 0.42881244 0.26250120 0.07899046 -0.13233282 0.37837664 0.42881244 19.32934943 -0.48122379 3.14713994 -3.10162967 0.05338981 0.26250120 -0.48122379 -0.05251622 -0.08741715 0.08723276 0.12386718 0.07899046 3.14713994 -0.08741715 0.39797643 -0.47534603 -0.08410144 -0.13233282 -3.10162967 0.08723276 -0.47534603 0.47901542 *** 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) = 0.4641500030 Kirchhoff stress 0.38733E-01 0.52927E-01 -0.55142E+00 0.52927E-01 -0.89402E-01 0.53790E+00 -0.55142E+00 0.53790E+00 -0.38116E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.55901594 -0.05580320 0.26496966 0.04998520 0.09047462 -0.04974774 -0.05580320 1.58896913 0.35151049 0.33638448 0.09176109 0.09093315 0.26496966 0.35151049 19.88426035 -0.37072264 2.83375526 -2.78556437 0.04998520 0.33638448 -0.37072264 -0.04837929 -0.05325050 0.10005605 0.09047462 0.09176109 2.83375526 -0.05325050 0.29022470 -0.36520956 -0.04974774 0.09093315 -2.78556437 0.10005605 -0.36520956 0.41077373 *** 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) = 0.4823797619 Kirchhoff stress 0.62842E-01 0.42111E-01 -0.48511E+00 0.42111E-01 -0.39258E-01 0.47626E+00 -0.48511E+00 0.47626E+00 -0.39159E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.54422703 -0.08626382 0.15698754 0.03727978 0.06015242 -0.03270220 -0.08626382 1.29262370 0.21564222 0.24220785 0.05748158 0.08071445 0.15698754 0.21564222 20.36459178 -0.28261648 2.48597782 -2.45737958 0.03727978 0.24220785 -0.28261648 -0.07818931 -0.03623488 0.06531324 0.06015242 0.05748158 2.48597782 -0.03623488 0.18837256 -0.27784142 -0.03270220 0.08071445 -2.45737958 0.06531324 -0.27784142 0.28259286 *** 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) = 0.4984223726 Kirchhoff stress 0.83618E-01 0.31106E-01 -0.41339E+00 0.31106E-01 0.47717E-02 0.40809E+00 -0.41339E+00 0.40809E+00 -0.40066E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.51360737 -0.10686489 0.06082632 0.02607241 0.03613797 -0.01931922 -0.10686489 1.00964822 0.09620071 0.16601781 0.03250354 0.06579212 0.06082632 0.09620071 20.77871977 -0.20206820 2.11312418 -2.09895488 0.02607241 0.16601781 -0.20206820 -0.09828738 -0.02272326 0.03940383 0.03613797 0.03250354 2.11312418 -0.02272326 0.09873345 -0.19832488 -0.01931922 0.06579212 -2.09895488 0.03940383 -0.19832488 0.16877614 *** 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) = 0.5119949038 Kirchhoff stress 0.10063E+00 0.20762E-01 -0.33690E+00 0.20762E-01 0.42100E-01 0.33415E+00 -0.33690E+00 0.33415E+00 -0.40826E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.46553117 -0.12006094 -0.02174338 0.01618730 0.01817453 -0.00980694 -0.12006094 0.74547981 -0.00397573 0.10683303 0.01592000 0.04867722 -0.02174338 -0.00397573 21.11286601 -0.13174299 1.71767754 -1.71337570 0.01618730 0.10683303 -0.13174299 -0.11109832 -0.01291758 0.02156346 0.01817453 0.01592000 1.71767754 -0.01291758 0.02295332 -0.12914848 -0.00980694 0.04867722 -1.71337570 0.02156346 -0.12914848 0.07204944 *** 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) = 0.5228387661 Kirchhoff stress 0.11337E+00 0.11762E-01 -0.25658E+00 0.11762E-01 0.71904E-01 0.25453E+00 -0.25658E+00 0.25453E+00 -0.41444E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.39818804 -0.12792392 -0.08854031 0.00796747 0.00610181 -0.00396260 -0.12792392 0.50579016 -0.07783758 0.06329737 0.00685739 0.03415448 -0.08854031 -0.07783758 21.39738280 -0.07343607 1.30658075 -1.29839144 0.00796747 0.06329737 -0.07343607 -0.11868545 -0.00661826 0.01105051 0.00610181 0.00685739 1.30658075 -0.00661826 -0.03701088 -0.07194639 -0.00396260 0.03415448 -1.29839144 0.01105051 -0.07194639 -0.00068855 *** 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) = 0.5307363733 Kirchhoff stress 0.12134E+00 0.49605E-02 -0.17296E+00 0.49605E-02 0.95096E-01 0.17210E+00 -0.17296E+00 0.17210E+00 -0.41879E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.30961949 -0.13230220 -0.13828820 0.00216409 -0.00031885 -0.00156027 -0.13230220 0.29000820 -0.13430204 0.03274302 0.00251112 0.01857921 -0.13828820 -0.13430204 21.57906640 -0.03119779 0.87910897 -0.87572291 0.00216409 0.03274302 -0.03119779 -0.12286481 -0.00353973 0.00521685 -0.00031885 0.00251112 0.87910897 -0.00353973 -0.08008532 -0.03059640 -0.00156027 0.01857921 -0.87572291 0.00521685 -0.03059640 -0.05790342 *** 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) = 0.5355494854 Kirchhoff stress 0.12396E+00 0.71466E-03 -0.87293E-01 0.71466E-03 0.11128E+00 0.87086E-01 -0.87293E-01 0.87086E-01 -0.42143E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.19788479 -0.13432059 -0.16888756 -0.00002882 -0.00127948 -0.00159106 -0.13432059 0.10095012 -0.16788439 0.01333810 0.00177904 0.00589918 -0.16888756 -0.16788439 21.69017440 -0.00539655 0.44308295 -0.44227578 -0.00002882 0.01333810 -0.00539655 -0.12476794 -0.00267789 0.00305296 -0.00127948 0.00177904 0.44308295 -0.00267789 -0.10452607 -0.00536565 -0.00159106 0.00589918 -0.44227578 0.00305296 -0.00536565 -0.09407952 *** 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) = 0.5371737065 Kirchhoff stress 0.12003E+00 -0.28545E-16 -0.93544E-14 -0.28174E-16 0.12003E+00 0.53706E-14 -0.97700E-14 0.62172E-14 -0.42239E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) -0.05838933 -0.13179568 -0.17580899 0.00000000 -0.00000000 0.00000000 -0.13179568 -0.05838933 -0.17580899 0.00000000 -0.00000000 0.00000000 -0.17580899 -0.17580899 21.73116196 -0.00000000 0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.12225135 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 -0.10633011 -0.00000000 0.00000000 0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.10633011 *** 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) = 0.5355494854 Kirchhoff stress 0.11128E+00 0.71466E-03 0.87086E-01 0.71466E-03 0.12396E+00 -0.87293E-01 0.87086E-01 -0.87293E-01 -0.42143E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.10095012 -0.13432059 -0.16788439 0.01333810 0.00589918 0.00177904 -0.13432059 -0.19788479 -0.16888756 -0.00002882 -0.00159106 -0.00127948 -0.16788439 -0.16888756 21.69017440 -0.00539655 -0.44227578 0.44308295 0.01333810 -0.00002882 -0.00539655 -0.12476794 0.00305296 -0.00267789 0.00589918 -0.00159106 -0.44227578 0.00305296 -0.09407952 -0.00536565 0.00177904 -0.00127948 0.44308295 -0.00267789 -0.00536565 -0.10452607 *** 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) = 0.5307363733 Kirchhoff stress 0.95096E-01 0.49605E-02 0.17210E+00 0.49605E-02 0.12134E+00 -0.17296E+00 0.17210E+00 -0.17296E+00 -0.41879E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.29000820 -0.13230220 -0.13430204 0.03274302 0.01857921 0.00251112 -0.13230220 -0.30961949 -0.13828820 0.00216409 -0.00156027 -0.00031885 -0.13430204 -0.13828820 21.57906640 -0.03119779 -0.87572291 0.87910897 0.03274302 0.00216409 -0.03119779 -0.12286481 0.00521685 -0.00353973 0.01857921 -0.00156027 -0.87572291 0.00521685 -0.05790342 -0.03059640 0.00251112 -0.00031885 0.87910897 -0.00353973 -0.03059640 -0.08008532 *** 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) = 0.5228387661 Kirchhoff stress 0.71904E-01 0.11762E-01 0.25453E+00 0.11762E-01 0.11337E+00 -0.25658E+00 0.25453E+00 -0.25658E+00 -0.41444E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.50579016 -0.12792392 -0.07783758 0.06329737 0.03415448 0.00685739 -0.12792392 -0.39818804 -0.08854031 0.00796747 -0.00396260 0.00610181 -0.07783758 -0.08854031 21.39738280 -0.07343607 -1.29839144 1.30658075 0.06329737 0.00796747 -0.07343607 -0.11868545 0.01105051 -0.00661826 0.03415448 -0.00396260 -1.29839144 0.01105051 -0.00068855 -0.07194639 0.00685739 0.00610181 1.30658075 -0.00661826 -0.07194639 -0.03701088 *** 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) = 0.5119949038 Kirchhoff stress 0.42100E-01 0.20762E-01 0.33415E+00 0.20762E-01 0.10063E+00 -0.33690E+00 0.33415E+00 -0.33690E+00 -0.40826E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74547981 -0.12006094 -0.00397573 0.10683303 0.04867722 0.01592000 -0.12006094 -0.46553117 -0.02174338 0.01618730 -0.00980694 0.01817453 -0.00397573 -0.02174338 21.11286601 -0.13174299 -1.71337570 1.71767754 0.10683303 0.01618730 -0.13174299 -0.11109832 0.02156346 -0.01291758 0.04867722 -0.00980694 -1.71337570 0.02156346 0.07204944 -0.12914848 0.01592000 0.01817453 1.71767754 -0.01291758 -0.12914848 0.02295332 *** 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) = 0.4984223726 Kirchhoff stress 0.47717E-02 0.31106E-01 0.40809E+00 0.31106E-01 0.83618E-01 -0.41339E+00 0.40809E+00 -0.41339E+00 -0.40066E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00964822 -0.10686489 0.09620071 0.16601781 0.06579212 0.03250354 -0.10686489 -0.51360737 0.06082632 0.02607241 -0.01931922 0.03613797 0.09620071 0.06082632 20.77871977 -0.20206820 -2.09895488 2.11312418 0.16601781 0.02607241 -0.20206820 -0.09828738 0.03940383 -0.02272326 0.06579212 -0.01931922 -2.09895488 0.03940383 0.16877614 -0.19832488 0.03250354 0.03613797 2.11312418 -0.02272326 -0.19832488 0.09873345 *** 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) = 0.4823797619 Kirchhoff stress -0.39258E-01 0.42111E-01 0.47626E+00 0.42111E-01 0.62842E-01 -0.48511E+00 0.47626E+00 -0.48511E+00 -0.39159E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.29262370 -0.08626382 0.21564222 0.24220785 0.08071445 0.05748158 -0.08626382 -0.54422703 0.15698754 0.03727978 -0.03270220 0.06015242 0.21564222 0.15698754 20.36459178 -0.28261648 -2.45737958 2.48597782 0.24220785 0.03727978 -0.28261648 -0.07818931 0.06531324 -0.03623488 0.08071445 -0.03270220 -2.45737958 0.06531324 0.28259286 -0.27784142 0.05748158 0.06015242 2.48597782 -0.03623488 -0.27784142 0.18837256 *** 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) = 0.4641500030 Kirchhoff stress -0.89402E-01 0.52927E-01 0.53790E+00 0.52927E-01 0.38733E-01 -0.55142E+00 0.53790E+00 -0.55142E+00 -0.38116E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.58896913 -0.05580320 0.35151049 0.33638448 0.09093315 0.09176109 -0.05580320 -0.55901594 0.26496966 0.04998520 -0.04974774 0.09047462 0.35151049 0.26496966 19.88426035 -0.37072264 -2.78556437 2.83375526 0.33638448 0.04998520 -0.37072264 -0.04837929 0.10005605 -0.05325050 0.09093315 -0.04974774 -2.78556437 0.10005605 0.41077373 -0.36520956 0.09176109 0.09047462 2.83375526 -0.05325050 -0.36520956 0.29022470 *** 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) = 0.4440147322 Kirchhoff stress -0.14071E+00 0.63570E-01 0.59302E+00 0.63570E-01 0.11843E-01 -0.61165E+00 0.59302E+00 -0.61165E+00 -0.36948E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.14077903 -0.05915960 0.42881244 0.26250120 -0.13233282 0.07899046 -0.05915960 -0.56205317 0.37837664 0.05338981 -0.08410144 0.12386718 0.42881244 0.37837664 19.32934943 -0.48122379 -3.10162967 3.14713994 0.26250120 0.05338981 -0.48122379 -0.05251622 0.08723276 -0.08741715 -0.13233282 -0.08410144 -3.10162967 0.08723276 0.47901542 -0.47534603 0.07899046 0.12386718 3.14713994 -0.08741715 -0.47534603 0.39797643 *** 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) = 0.4222244035 Kirchhoff stress -0.19954E+00 0.72117E-01 0.64052E+00 0.72117E-01 -0.19131E-01 -0.66655E+00 0.64052E+00 -0.66655E+00 -0.35680E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13920501 0.04227686 0.65382627 0.56424667 0.07934109 0.18684660 0.04227686 -0.53535147 0.51395763 0.07963265 -0.09532329 0.17870480 0.65382627 0.51395763 18.72536101 -0.56029499 -3.33803071 3.44333099 0.56424667 0.07963265 -0.56029499 0.04782682 0.19426848 -0.09824796 0.07934109 -0.09532329 -3.33803071 0.19426848 0.69309022 -0.55469975 0.18684660 0.17870480 3.44333099 -0.09824796 -0.55469975 0.52827711 *** 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) = 0.3990972061 Kirchhoff stress -0.26097E+00 0.77731E-01 0.68019E+00 0.77731E-01 -0.50963E-01 -0.71356E+00 0.68019E+00 -0.71356E+00 -0.34306E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.42439308 0.11566180 0.81244570 0.70462098 0.05892255 0.24672088 0.11566180 -0.50986259 0.64404268 0.10287699 -0.11993107 0.22821789 0.81244570 0.64404268 18.04989441 -0.65414220 -3.55555496 3.69396523 0.70462098 0.10287699 -0.65414220 0.11986669 0.25259757 -0.12225280 0.05892255 -0.11993107 -3.55555496 0.25259757 0.83971316 -0.64953860 0.24672088 0.22821789 3.69396523 -0.12225280 -0.64953860 0.65358163 *** 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) = 0.3749630750 Kirchhoff stress -0.32360E+00 0.80248E-01 0.71242E+00 0.80248E-01 -0.85112E-01 -0.75365E+00 0.71242E+00 -0.75365E+00 -0.32852E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.69159539 0.20722468 0.96888006 0.85597987 0.02446538 0.31213935 0.20722468 -0.46987069 0.77810073 0.13304668 -0.14605746 0.28551857 0.96888006 0.77810073 17.32130225 -0.74533090 -3.73367375 3.90786169 0.85597987 0.13304668 -0.74533090 0.20967747 0.31563985 -0.14746914 0.02446538 -0.14605746 -3.73367375 0.31563985 0.98327984 -0.74250328 0.31213935 0.28551857 3.90786169 -0.14746914 -0.74250328 0.78303635 *** 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) = 0.3500724496 Kirchhoff stress -0.38581E+00 0.79312E-01 0.73751E+00 0.79312E-01 -0.12139E+00 -0.78659E+00 0.73751E+00 -0.78659E+00 -0.31330E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.93013242 0.27358509 1.11392317 1.00300229 -0.02823699 0.36671864 0.27358509 -1.11761437 0.84505594 -0.00365313 -0.22853349 0.13080327 1.11392317 0.84505594 16.54084657 -0.84959792 -3.87839703 4.06195048 1.00300229 -0.00365313 -0.84959792 0.27379141 0.36701351 -0.22865668 -0.02823699 -0.22853349 -3.87839703 0.36701351 1.11500842 -0.84935376 0.36671864 0.13080327 4.06195048 -0.22865668 -0.84935376 0.84542840 *** 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) = 0.3246043123 Kirchhoff stress -0.44600E+00 0.74459E-01 0.75575E+00 0.74459E-01 -0.16114E+00 -0.81268E+00 0.75575E+00 -0.81268E+00 -0.29757E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.14102272 0.44689819 1.25617918 1.17368555 -0.08854585 0.44891980 0.44689819 -0.32414260 1.04987973 0.22584543 -0.20169701 0.42826386 1.25617918 1.04987973 15.73754813 -0.91426884 -3.97515774 4.22003477 1.17368555 0.22584543 -0.91426884 0.44429440 0.44524041 -0.20009149 -0.08854585 -0.20169701 -3.97515774 0.44524041 1.24395198 -0.91737361 0.44891980 0.42826386 4.22003477 -0.20009149 -0.91737361 1.04561434 *** 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) = 0.2987479856 Kirchhoff stress -0.50015E+00 0.66794E-01 0.76792E+00 0.66794E-01 -0.20033E+00 -0.83161E+00 0.76792E+00 -0.83161E+00 -0.28121E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.28830491 0.58995763 1.37421572 1.32384939 -0.15962743 0.51668250 0.58995763 -0.23541756 1.17699801 0.28708642 -0.23412494 0.50704637 1.37421572 1.17699801 14.87677850 -0.98878149 -4.04698346 4.32131008 1.32384939 0.28708642 -0.98878149 0.58383132 0.50830375 -0.23025699 -0.15962743 -0.23412494 -4.04698346 0.50830375 1.34883095 -0.99597040 0.51668250 0.50704637 4.32131008 -0.23025699 -0.99597040 1.16774004 *** 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) = 0.2726677513 Kirchhoff stress -0.54941E+00 0.55127E-01 0.77481E+00 0.55127E-01 -0.24100E+00 -0.84249E+00 0.77481E+00 -0.84249E+00 -0.26474E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.40930974 0.74840993 1.47915822 1.46925809 -0.24686876 0.57665790 0.74840993 -0.12500875 1.29933263 0.36168319 -0.26920891 0.58937225 1.47915822 1.29933263 14.01010763 -1.05952221 -4.08033419 4.37567634 1.46925809 0.36168319 -1.05952221 0.73794576 0.56295622 -0.26249779 -0.24686876 -0.26920891 -4.08033419 0.56295622 1.44110239 -1.07137843 0.57665790 0.58937225 4.37567634 -0.26249779 -1.07137843 1.28460566 *** 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) = 0.2464600466 Kirchhoff stress -0.59343E+00 0.41200E-01 0.77601E+00 0.41200E-01 -0.28272E+00 -0.84575E+00 0.77601E+00 -0.84575E+00 -0.24813E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.46471938 0.91524698 1.56330105 1.60535152 -0.34685596 0.63100393 0.91524698 0.00798053 1.41040997 0.45044439 -0.30910404 0.67383839 1.56330105 1.41040997 13.12741155 -1.12336889 -4.08256332 4.38867447 1.60535152 0.45044439 -1.12336889 0.89959755 0.61152316 -0.29890347 -0.34685596 -0.30910404 -4.08256332 0.61152316 1.51346517 -1.14040203 0.63100393 0.67383839 4.38867447 -0.29890347 -1.14040203 1.38962154 *** 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) = 0.2201863848 Kirchhoff stress -0.62911E+00 0.25741E-01 0.77363E+00 0.25741E-01 -0.32552E+00 -0.84428E+00 0.77363E+00 -0.84428E+00 -0.23140E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.47942018 1.09401409 1.62093228 1.71242973 -0.45610762 0.68155776 1.09401409 0.14512413 1.42527637 0.54056543 -0.34575982 0.81042670 1.62093228 1.42527637 11.96555279 -1.19787854 -4.02762569 4.53032697 1.71242973 0.54056543 -1.19787854 1.07229736 0.65614878 -0.33149263 -0.45610762 -0.34575982 -4.02762569 0.65614878 1.56015777 -1.22035587 0.68155776 0.81042670 4.53032697 -0.33149263 -1.22035587 1.39758667 *** 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) = 0.1939214009 Kirchhoff stress -0.65652E+00 0.78923E-02 0.76589E+00 0.78923E-02 -0.36901E+00 -0.83302E+00 0.76589E+00 -0.83302E+00 -0.21485E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.44836116 1.27170166 1.67170580 1.79794999 -0.55559496 0.71466039 1.27170166 0.37504096 1.59072302 0.66182469 -0.40474933 0.84080691 1.67170580 1.59072302 11.35838548 -1.23155595 -4.00818516 4.31022827 1.79794999 0.66182469 -1.23155595 1.24303945 0.68312217 -0.38581398 -0.55559496 -0.40474933 -4.00818516 0.68312217 1.60122782 -1.25957020 0.71466039 0.84080691 4.31022827 -0.38581398 -1.25957020 1.55566376 *** 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) = 0.1677436760 Kirchhoff stress -0.67487E+00 -0.96128E-02 0.75416E+00 -0.96128E-02 -0.41068E+00 -0.81585E+00 0.75416E+00 -0.81585E+00 -0.19852E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.36863418 1.44576110 1.70200865 1.85301965 -0.65069799 0.74205743 1.44576110 0.59017769 1.65021817 0.77588975 -0.46009981 0.91647877 1.70200865 1.65021817 10.47241456 -1.27568609 -3.93138455 4.21485670 1.85301965 0.77588975 -1.27568609 1.40918180 0.70450824 -0.43587071 -0.65069799 -0.46009981 -3.93138455 0.70450824 1.62297477 -1.30926632 0.74205743 0.91647877 4.21485670 -0.43587071 -1.30926632 1.60680624 *** 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) = 0.1417044224 Kirchhoff stress -0.68141E+00 -0.28389E-01 0.73840E+00 -0.28389E-01 -0.44842E+00 -0.79217E+00 0.73840E+00 -0.79217E+00 -0.18253E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.20429891 1.54739470 1.62597859 1.88766587 -0.70031060 0.74027413 1.54739470 0.08788390 1.53434615 0.74177530 -0.42693692 1.15876436 1.62597859 1.53434615 9.06269494 -1.23951610 -3.61000217 3.88591089 1.88766587 0.74177530 -1.23951610 1.50145558 0.69685309 -0.39684517 -0.70031060 -0.42693692 -3.61000217 0.69685309 1.53912062 -1.27824510 0.74027413 1.15876436 3.88591089 -0.39684517 -1.27824510 1.48140186 *** 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) = 0.1158150495 Kirchhoff stress -0.68039E+00 -0.45642E-01 0.71983E+00 -0.45642E-01 -0.48585E+00 -0.76348E+00 0.71983E+00 -0.76348E+00 -0.16716E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 3.05275509 1.75458525 1.72203564 1.87436935 -0.81854622 0.77503264 1.75458525 1.06594681 1.71471729 1.03875674 -0.57767757 1.01037236 1.72203564 1.71471729 8.79812540 -1.33523955 -3.72221027 3.92873933 1.87436935 1.03875674 -1.33523955 1.69872519 0.72635447 -0.54148032 -0.81854622 -0.57767757 -3.72221027 0.72635447 1.62886382 -1.37861754 0.77503264 1.01037236 3.92873933 -0.54148032 -1.37861754 1.65186945 *** 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) = 0.9016437495E-01 Kirchhoff stress -0.66959E+00 -0.60919E-01 0.69727E+00 -0.60919E-01 -0.51790E+00 -0.73053E+00 0.69727E+00 -0.73053E+00 -0.15217E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.85078214 1.88212751 1.71274888 1.82881017 -0.88722754 0.78276037 1.88212751 1.31957163 1.71577342 1.16742606 -0.63503648 1.03802051 1.71274888 1.71577342 7.99927084 -1.34751761 -3.58761583 3.74746792 1.82881017 1.16742606 -1.34751761 1.81511081 0.72938346 -0.59225106 -0.88722754 -0.63503648 -3.58761583 0.72938346 1.61393828 -1.39506984 0.78276037 1.03802051 3.74746792 -0.59225106 -1.39506984 1.64163331 *** 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) = 0.6477885993E-01 Kirchhoff stress -0.64990E+00 -0.73683E-01 0.67190E+00 -0.73683E-01 -0.54592E+00 -0.69432E+00 0.67190E+00 -0.69432E+00 -0.13783E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.62416215 1.98448735 1.69351765 1.74894984 -0.94513902 0.78581308 1.98448735 1.58574352 1.69964234 1.29049791 -0.68903200 1.05005359 1.69351765 1.69964234 7.23864301 -1.34780435 -3.43855213 3.54920685 1.74894984 1.29049791 -1.34780435 1.90541083 0.72851608 -0.63952402 -0.94513902 -0.68903200 -3.43855213 0.72851608 1.58976503 -1.39876873 0.78581308 1.05005359 3.54920685 -0.63952402 -1.39876873 1.61335949 *** 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) = 0.3966706878E-01 Kirchhoff stress -0.62162E+00 -0.83173E-01 0.64511E+00 -0.83173E-01 -0.56913E+00 -0.65557E+00 0.64511E+00 -0.65557E+00 -0.12403E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.38123385 2.05731054 1.66127670 1.63712224 -0.99482430 0.78399499 2.05731054 1.85942796 1.66891793 1.40267722 -0.73740537 1.04731854 1.66127670 1.66891793 6.50452043 -1.33726667 -3.28727597 3.33708285 1.63712224 1.40267722 -1.33726667 1.96533460 0.72365461 -0.68139410 -0.99482430 -0.73740537 -3.28727597 0.72365461 1.55252746 -1.39077326 0.78399499 1.04731854 3.33708285 -0.68139410 -1.39077326 1.56949975 *** 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) = 0.1487088217E-01 Kirchhoff stress -0.58683E+00 -0.89119E-01 0.61553E+00 -0.89119E-01 -0.58683E+00 -0.61553E+00 0.61553E+00 -0.61553E+00 -0.11116E+01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 2.13474733 2.09759450 1.62635712 1.49848450 -1.03148181 0.77833440 2.09759450 2.13474733 1.62635712 1.49848450 -0.77833440 1.03148181 1.62635712 1.62635712 5.83070795 -1.31444459 -3.11901094 3.11901094 1.49848450 1.49848450 -1.31444459 1.99215877 0.71599594 -0.71599594 -1.03148181 -0.77833440 -3.11901094 0.71599594 1.51337490 -1.36947443 0.77833440 1.03148181 3.11901094 -0.71599594 -1.36947443 1.51337490 *** 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) = -0.9558836289E-02 Kirchhoff stress -0.54634E+00 -0.91154E-01 0.58455E+00 -0.91154E-01 -0.59837E+00 -0.57484E+00 0.58455E+00 -0.57484E+00 -0.99089E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.89275286 2.10397201 1.58541510 1.33881529 -1.05809388 0.76826505 2.10397201 2.40466712 1.57487894 1.57244056 -0.81048198 1.00466417 1.58541510 1.57487894 5.20483078 -1.28099782 -2.94482416 2.89770552 1.33881529 1.57244056 -1.28099782 1.98460116 0.70497789 -0.74230922 -1.05809388 -0.81048198 -2.94482416 0.70497789 1.46823654 -1.33649823 0.76826505 1.00466417 2.89770552 -0.74230922 -1.33649823 1.44783292 *** 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) = -0.3356344316E-01 Kirchhoff stress -0.50160E+00 -0.89234E-01 0.55266E+00 -0.89234E-01 -0.60319E+00 -0.53415E+00 0.55266E+00 -0.53415E+00 -0.87836E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.66382399 2.07697922 1.53959148 1.16529199 -1.07515757 0.75348532 2.07697922 2.66132961 1.51717162 1.61966556 -0.83314451 0.96920922 1.53959148 1.51717162 4.62773031 -1.23813135 -2.76725429 2.67655167 1.16529199 1.61966556 -1.23813135 1.94337008 0.69029804 -0.75983170 -1.07515757 -0.83314451 -2.76725429 0.69029804 1.41801290 -1.29303173 0.75348532 0.96920922 2.67655167 -0.75983170 -1.29303173 1.37571299 *** 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) = -0.5706814468E-01 Kirchhoff stress -0.45222E+00 -0.83079E-01 0.52093E+00 -0.83079E-01 -0.60081E+00 -0.49386E+00 0.52093E+00 -0.49386E+00 -0.77384E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71023628 1.97307210 1.41788751 0.79930810 -1.31604066 0.67584129 1.97307210 2.89337196 1.45123417 1.62477669 -0.86067206 0.92385474 1.41788751 1.45123417 4.09281519 -1.20553377 -2.61138389 2.45294751 0.79930810 1.62477669 -1.20553377 1.82456816 0.61351700 -0.78319949 -1.31604066 -0.86067206 -2.61138389 0.61351700 1.29075589 -1.25889327 0.67584129 0.92385474 2.45294751 -0.78319949 -1.25889327 1.29511621 *** 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) = -0.8002554261E-01 Kirchhoff stress -0.40318E+00 -0.73891E-01 0.48874E+00 -0.73891E-01 -0.59125E+00 -0.45461E+00 0.48874E+00 -0.45461E+00 -0.67757E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.24787386 1.93335012 1.43636190 0.80024429 -1.08977762 0.70730501 1.93335012 3.10079994 1.39227197 1.61982712 -0.85064310 0.88125227 1.43636190 1.39227197 3.62023022 -1.13115302 -2.41197374 2.24577732 0.80024429 1.61982712 -1.13115302 1.77040385 0.64694203 -0.76999886 -1.08977762 -0.85064310 -2.41197374 0.64694203 1.30360637 -1.18192519 0.70730501 0.88125227 2.24577732 -0.76999886 -1.18192519 1.22157493 *** 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) = -0.1022865435 Kirchhoff stress -0.35432E+00 -0.61956E-01 0.45691E+00 -0.61956E-01 -0.57449E+00 -0.41658E+00 0.45691E+00 -0.41658E+00 -0.58922E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08900243 1.82720309 1.38287635 0.62777941 -1.08126910 0.67724967 1.82720309 3.26714566 1.32865037 1.57041159 -0.84646176 0.83244371 1.38287635 1.32865037 3.18816003 -1.06997810 -2.23750600 2.04019875 0.62777941 1.57041159 -1.06997810 1.65000140 0.61961861 -0.76378671 -1.08126910 -0.84646176 -2.23750600 0.61961861 1.24367783 -1.11730683 0.67724967 0.83244371 2.04019875 -0.76378671 -1.11730683 1.14352922 *** 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) = -0.1237426389 Kirchhoff stress -0.30723E+00 -0.47353E-01 0.42573E+00 -0.47353E-01 -0.55272E+00 -0.37998E+00 0.42573E+00 -0.37998E+00 -0.50855E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95996797 1.70887570 1.32935844 0.46790917 -1.06403578 0.64262081 1.70887570 3.40801843 1.26535204 1.48223557 -0.83474218 0.78206095 1.32935844 1.26535204 2.80184931 -1.00559228 -2.06715527 1.84298766 0.46790917 1.48223557 -1.00559228 1.51848883 0.58828521 -0.75139439 -1.06403578 -0.83474218 -2.06715527 0.58828521 1.18289317 -1.04898738 0.64262081 0.78206095 1.84298766 -0.75139439 -1.04898738 1.06673909 *** 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) = -0.1442698675 Kirchhoff stress -0.26241E+00 -0.32409E-01 0.39537E+00 -0.32409E-01 -0.52262E+00 -0.34491E+00 0.39537E+00 -0.34491E+00 -0.43527E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85708010 1.53380280 1.27276550 0.31519292 -1.04174681 0.58961403 1.53380280 2.73727761 1.13221192 1.18981294 -0.87492568 0.49991599 1.27276550 1.13221192 2.45236737 -0.95792918 -1.90759787 1.63249944 0.31519292 1.18981294 -0.95792918 1.32993601 0.53910681 -0.79193814 -1.04174681 -0.87492568 -1.90759787 0.53910681 1.11799641 -0.99656956 0.58961403 0.49991599 1.63249944 -0.79193814 -0.99656956 0.91993158 *** 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) = -0.1637806217 Kirchhoff stress -0.21883E+00 -0.17091E-01 0.36588E+00 -0.17091E-01 -0.48881E+00 -0.31197E+00 0.36588E+00 -0.31197E+00 -0.36932E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.64812872 1.30871267 1.10832102 0.18919807 -0.96401905 0.53675327 1.30871267 3.33579850 0.99606412 1.23413109 -0.74314291 0.65330538 1.10832102 0.99606412 2.03035745 -0.88574486 -1.70002831 1.44982493 0.18919807 1.23413109 -0.88574486 1.23187527 0.52033170 -0.71437828 -0.96401905 -0.74314291 -1.70002831 0.52033170 1.05002591 -0.89759176 0.53675327 0.65330538 1.44982493 -0.71437828 -0.89759176 0.91655342 *** 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) = -0.1820943759 Kirchhoff stress -0.17709E+00 -0.14282E-02 0.33642E+00 -0.14282E-02 -0.44510E+00 -0.28029E+00 0.33642E+00 -0.28029E+00 -0.30642E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.56979673 1.15737529 1.04059158 0.08931186 -0.91704448 0.49313589 1.15737529 3.26897206 0.92096161 1.08271240 -0.71438299 0.60802959 1.04059158 0.92096161 1.74229083 -0.81775787 -1.54316934 1.28437640 0.08931186 1.08271240 -0.81775787 1.08806314 0.48046084 -0.69065153 -0.91704448 -0.71438299 -1.54316934 0.48046084 0.98768533 -0.82630301 0.49313589 0.60802959 1.28437640 -0.69065153 -0.82630301 0.84946676 *** 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) = -0.1991215387 Kirchhoff stress -0.14395E+00 0.12136E-01 0.30908E+00 0.12136E-01 -0.40198E+00 -0.25000E+00 0.30908E+00 -0.25000E+00 -0.25362E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66622505 1.19561119 1.13117079 0.02094921 -0.90583587 0.47306115 1.19561119 3.37875481 1.03142768 0.94009282 -0.73526161 0.58681853 1.13117079 1.03142768 1.65646598 -0.74164923 -1.43928504 1.15289293 0.02094921 0.94009282 -0.74164923 0.96032403 0.43615864 -0.66205233 -0.90583587 -0.73526161 -1.43928504 0.43615864 0.94948848 -0.76415895 0.47306115 0.58681853 1.15289293 -0.66205233 -0.76415895 0.78936545 *** 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) = -0.2147531794 Kirchhoff stress -0.11517E+00 0.23905E-01 0.28251E+00 0.23905E-01 -0.35673E+00 -0.22143E+00 0.28251E+00 -0.22143E+00 -0.20682E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.65758437 1.09067540 1.09589499 -0.03686838 -0.84560639 0.42824021 1.09067540 3.25006586 0.98104413 0.78175448 -0.70266248 0.53495660 1.09589499 0.98104413 1.46572412 -0.67744918 -1.29847012 1.00590013 -0.03686838 0.78175448 -0.67744918 0.84448991 0.39523435 -0.63362089 -0.84560639 -0.70266248 -1.29847012 0.39523435 0.90259467 -0.69505544 0.42824021 0.53495660 1.00590013 -0.63362089 -0.69505544 0.72849471 *** 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) = -0.2289316095 Kirchhoff stress -0.90965E-01 0.33331E-01 0.25652E+00 0.33331E-01 -0.31138E+00 -0.19558E+00 0.25652E+00 -0.19558E+00 -0.16762E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.66477095 0.99994362 1.06603257 -0.07531738 -0.77753853 0.38438002 0.99994362 3.08555698 0.93835528 0.62709464 -0.66729735 0.48592185 1.06603257 0.93835528 1.32143998 -0.61356738 -1.16168041 0.87846461 -0.07531738 0.62709464 -0.61356738 0.74409859 0.35550843 -0.60311941 -0.77753853 -0.66729735 -1.16168041 0.35550843 0.86156019 -0.62643163 0.38438002 0.48592185 0.87846461 -0.60311941 -0.62643163 0.67744009 *** 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) = -0.2416253909 Kirchhoff stress -0.71144E-01 0.40349E-01 0.23138E+00 0.40349E-01 -0.26598E+00 -0.17052E+00 0.23138E+00 -0.17052E+00 -0.13214E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.68415582 0.92494117 1.04282927 -0.09628068 -0.70247185 0.34320038 0.92494117 2.89083820 0.89518975 0.48089842 -0.63046589 0.43483238 1.04282927 0.89518975 1.18933991 -0.55193894 -1.03270548 0.75247973 -0.09628068 0.48089842 -0.55193894 0.66033891 0.31781382 -0.57173465 -0.70247185 -0.63046589 -1.03270548 0.31781382 0.82637605 -0.56070204 0.34320038 0.43483238 0.75247973 -0.57173465 -0.56070204 0.62612040 *** 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) = -0.2527996432 Kirchhoff stress -0.55433E-01 0.44681E-01 0.20674E+00 0.44681E-01 -0.22216E+00 -0.14731E+00 0.20674E+00 -0.14731E+00 -0.10202E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.71193918 0.86589710 1.02568390 -0.10211939 -0.62189505 0.30547751 0.86589710 2.67493485 0.85612980 0.34769692 -0.59143472 0.38403666 1.02568390 0.85612980 1.08413810 -0.49107223 -0.90862911 0.63753773 -0.10211939 0.34769692 -0.49107223 0.59368770 0.28329427 -0.53850639 -0.62189505 -0.59143472 -0.90862911 0.28329427 0.79752150 -0.49631345 0.30547751 0.38403666 0.63753773 -0.53850639 -0.49631345 0.58013779 *** 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) = -0.2624647572 Kirchhoff stress -0.43413E-01 0.46324E-01 0.18254E+00 0.46324E-01 -0.18089E+00 -0.12604E+00 0.18254E+00 -0.12604E+00 -0.76976E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.74434122 0.82250488 1.01398604 -0.09547622 -0.53772132 0.27191357 0.82250488 2.44618911 0.82176976 0.23071153 -0.54988465 0.33376729 1.01398604 0.82176976 1.00339145 -0.43071656 -0.78925149 0.53385394 -0.09547622 0.23071153 -0.43071656 0.54387441 0.25262895 -0.50293877 -0.53772132 -0.54988465 -0.78925149 0.25262895 0.77467173 -0.43310182 0.27191357 0.33376729 0.53385394 -0.50293877 -0.43310182 0.54006563 *** 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) = -0.2706588941 Kirchhoff stress -0.34572E-01 0.45416E-01 0.15877E+00 0.45416E-01 -0.14297E+00 -0.10675E+00 0.15877E+00 -0.10675E+00 -0.56675E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77784006 0.79395136 1.00673648 -0.07923470 -0.45233353 0.24279298 0.79395136 2.21271046 0.79291114 0.13217270 -0.50539778 0.28449849 1.00673648 0.79291114 0.94469707 -0.37071210 -0.67460428 0.44157199 -0.07923470 0.13217270 -0.37071210 0.51006862 0.22609595 -0.46443865 -0.45233353 -0.50539778 -0.67460428 0.22609595 0.75707793 -0.37095290 0.24279298 0.28449849 0.44157199 -0.46443865 -0.37095290 0.50661564 *** 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) = -0.2775067475 Kirchhoff stress -0.26533E-01 0.41787E-01 0.13690E+00 0.41787E-01 -0.10900E+00 -0.89792E-01 0.13690E+00 -0.89792E-01 -0.39731E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79711829 0.77909793 0.99584140 -0.05348107 -0.37836914 0.22031327 0.77909793 1.98245942 0.77052429 0.05333889 -0.45736810 0.23689587 0.99584140 0.77052429 0.90191781 -0.30949849 -0.57038306 0.36201805 -0.05348107 0.05333889 -0.30949849 0.49016128 0.20604637 -0.42302621 -0.37836914 -0.45736810 -0.57038306 0.20604637 0.73537272 -0.30801510 0.22031327 0.23689587 0.36201805 -0.42302621 -0.30801510 0.48011853 *** 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) = -0.2830818431 Kirchhoff stress -0.21936E-01 0.36332E-01 0.11471E+00 0.36332E-01 -0.81720E-01 -0.74518E-01 0.11471E+00 -0.74518E-01 -0.27465E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82194820 0.77564338 0.99098004 -0.02776049 -0.30075090 0.19905303 0.77564338 1.78561246 0.75436731 -0.00140199 -0.40541927 0.19184946 0.99098004 0.75436731 0.87810260 -0.25092066 -0.46791559 0.29252556 -0.02776049 -0.00140199 -0.25092066 0.48464415 0.18685635 -0.37698329 -0.30075090 -0.40541927 -0.46791559 0.18685635 0.72217283 -0.24844942 0.19905303 0.19184946 0.29252556 -0.37698329 -0.24844942 0.46228821 *** 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) = -0.2875069973 Kirchhoff stress -0.18063E-01 0.30109E-01 0.94512E-01 0.30109E-01 -0.56816E-01 -0.60819E-01 0.94512E-01 -0.60819E-01 -0.16631E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84008850 0.78226346 0.98095710 -0.00298643 -0.23254886 0.17913785 0.78226346 1.57725961 0.74823072 -0.04174749 -0.34945085 0.15058003 0.98095710 0.74823072 0.85035354 -0.19546174 -0.38203074 0.23112732 -0.00298643 -0.04174749 -0.19546174 0.48867589 0.16859903 -0.32698298 -0.23254886 -0.34945085 -0.38203074 0.16859903 0.70378071 -0.19284133 0.17913785 0.15058003 0.23112732 -0.32698298 -0.19284133 0.45299044 *** 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) = -0.2908910456 Kirchhoff stress -0.13666E-01 0.22350E-01 0.73907E-01 0.22350E-01 -0.36652E-01 -0.48656E-01 0.73907E-01 -0.48656E-01 -0.10152E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85341793 0.79656593 0.97338470 0.01865858 -0.17014514 0.15956562 0.79656593 1.39037994 0.75002118 -0.06386332 -0.29085096 0.11382944 0.97338470 0.75002118 0.84779577 -0.14291963 -0.29494435 0.18046884 0.01865858 -0.06386332 -0.14291963 0.50035951 0.15048642 -0.27302501 -0.17014514 -0.29085096 -0.29494435 0.15048642 0.68934715 -0.14020729 0.15956562 0.11382944 0.18046884 -0.27302501 -0.14020729 0.45287919 *** 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) = -0.2933679356 Kirchhoff stress -0.11505E-01 0.15152E-01 0.55282E-01 0.15152E-01 -0.21554E-01 -0.37943E-01 0.55282E-01 -0.37943E-01 -0.61346E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84474058 0.81174897 0.95896586 0.03973102 -0.11186349 0.13588887 0.81174897 1.22802645 0.75970673 -0.06856902 -0.22895932 0.08185955 0.95896586 0.75970673 0.85173147 -0.09485044 -0.21536377 0.13691157 0.03973102 -0.06856902 -0.09485044 0.51470823 0.12826398 -0.21553079 -0.11186349 -0.22895932 -0.21536377 0.12826398 0.67041907 -0.09261366 0.13588887 0.08185955 0.13691157 -0.21553079 -0.09261366 0.46137359 *** 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) = -0.2950892920 Kirchhoff stress -0.72933E-02 0.88665E-02 0.38366E-01 0.88665E-02 -0.10538E-01 -0.28967E-01 0.38366E-01 -0.28967E-01 -0.17402E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83283967 0.82962436 0.93879950 0.04024352 -0.06314843 0.11260980 0.82962436 1.09357203 0.77568098 -0.06056084 -0.16760288 0.05605607 0.93879950 0.77568098 0.84314571 -0.05256457 -0.15195089 0.10571177 0.04024352 -0.06056084 -0.05256457 0.53078006 0.10687341 -0.15802815 -0.06314843 -0.16760288 -0.15195089 0.10687341 0.64466599 -0.05102388 0.11260980 0.05605607 0.10571177 -0.15802815 -0.05102388 0.47516515 *** 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) = -0.2961961169 Kirchhoff stress -0.35870E-02 0.42340E-02 0.23717E-01 0.42340E-02 -0.37673E-02 -0.19320E-01 0.23717E-01 -0.19320E-01 -0.16861E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.03625494 0.79599434 0.83840396 -0.16679085 -0.28215914 0.01786910 0.79599434 0.98462361 0.79484606 -0.05565258 -0.12212968 0.03015452 0.83840396 0.79484606 0.84193939 -0.04174527 -0.11620646 0.06467295 -0.16679085 -0.05565258 -0.04174527 0.49596618 0.01359461 -0.11613545 -0.28215914 -0.12212968 -0.11620646 0.01359461 0.54076027 -0.04106838 0.01786910 0.03015452 0.06467295 -0.11613545 -0.04106838 0.49357039 *** 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) = -0.2968479850 Kirchhoff stress 0.50266E-04 0.30498E-03 0.11005E-01 0.30498E-03 -0.12081E-03 -0.97815E-02 0.11005E-01 -0.97815E-02 0.65645E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82402155 0.85440649 0.88762400 0.02326005 -0.01705963 0.04302378 0.85440649 0.90944779 0.82790205 -0.02036181 -0.04962639 0.01523086 0.88762400 0.82790205 0.85431179 -0.00330287 -0.04111819 0.03555302 0.02326005 -0.02036181 -0.00330287 0.55313454 0.04059909 -0.04682095 -0.01705963 -0.04962639 -0.04111819 0.04059909 0.58722130 -0.00270329 0.04302378 0.01523086 0.03555302 -0.04682095 -0.00270329 0.52626768 *** 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) = -0.2970505369 Kirchhoff stress 0.20852E-09 0.26345E-14 0.13229E-14 0.26410E-14 0.20852E-09 0.39453E-15 0.13247E-14 0.39215E-15 0.20852E-09 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85883611 0.86071951 0.86071951 -0.00000000 -0.00000000 -0.00000000 0.86071951 0.85883611 0.86071951 -0.00000000 -0.00000000 -0.00000000 0.86071951 0.86071951 0.85883611 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.56029179 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.56029179 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 -0.00000000 0.56029179 * CB-KIM calculation successfully completed