---------------------------------------------------------------------------- c a u c h y - b o r n c o n s t i t u t i v e m o d e l This program computes the finite deformation constitutive response of an arbitrary multilattice single crystal. The code is based on the local quasicontinuum (QC) method (http://qcmethod.org). The program uses interatomic potentials compatible with the Knowledgebase of Interatomic Models (KIM) project (https://openkim.org). Copyright (C) 2015 E. B. Tadmor ---------------------------------------------------------------------------- Test calculation: Lattice invariance shear of cubic crystal **setting factor** * Default globaltol set to 0.10000E-15 CG global tolerance = 0.10000E-15 **reading material data** Material name 'Cu(fcc)' * Warning: for a simple bravais lattice * Warning: ShuffleOn is reset to ShuffleOn = FALSE material information Bravais lattice vectors: a1 = 0.00000 2.00000 2.00000 a2 = 2.00000 0.00000 2.00000 a3 = 2.00000 2.00000 0.00000 Basis atoms: Number of basis atoms = 1 spec mass reference shift vector 29 1.00 0.00000 0.00000 0.00000 **reading constitutive information** KIM Model name: EAM_Dynamo_Bonny_Pasianot_FeCuNi__MO_469343973171_004 Maximum cut-off distance: 5.6000000000 **global parameter settings** Number of spatial dimensions = 3 Number of dofs per node = 3 Number of nodes per element = 4 Shuffles optimization = OFF Prefer multilattice stress correction = OFF Optimize F and shuffles concurrently = ACTIVATED Use preconditioned CG optimization = ACTIVATED **optimize lattice parameter** Input lattice vectors 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 2.0000000000000000 2.0000000000000000 2.0000000000000000 0.0000000000000000 Relaxed lattice vectors 0.00000000000000010900 1.80746252961166486983 1.80746252961166375961 1.80746252961166509188 -0.00000000000000011415 1.80746252961166420370 1.80746252961166486983 1.80746252961166509188 0.00000000000000090305 **deform crystal** Method: fixed shifts Mode: multiple steps, nsteps = 100 Deformation gradient 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 *** step number: 0 *** Deformation gradient in current step 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 0.00000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997727435 Kirchhoff stress 0.29236E-08 -0.40001E-15 0.28817E-15 -0.40016E-15 0.29236E-08 0.19426E-15 0.28758E-15 0.19221E-15 0.29236E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06028031 0.76510724 0.76510724 0.00000000 -0.00000000 0.00000000 0.76510724 1.06028031 0.76510724 0.00000000 0.00000000 -0.00000000 0.76510724 0.76510724 1.06028031 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 0.47564130 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.47564130 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.47564130 *** step number: 1 *** Deformation gradient in current step 0.99500000 -0.00500000 -0.00500000 0.00500000 1.00500000 0.00500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997534678 Kirchhoff stress -0.14526E-02 -0.18597E-04 -0.24327E-02 -0.18597E-04 0.15020E-02 0.23251E-02 -0.24327E-02 0.23251E-02 -0.11044E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05333090 0.76489175 0.77652032 -0.00335252 0.00851197 0.00289971 0.76489175 1.06806315 0.75483934 0.00319136 -0.00261538 -0.00760111 0.77652032 0.75483934 1.06202867 0.00029010 0.01222015 -0.01046149 -0.00335252 0.00319136 0.00029010 0.47546056 0.00328197 -0.00300277 0.00851197 -0.00261538 0.01222015 0.00328197 0.48704525 0.00028662 0.00289971 -0.00760111 -0.01046149 -0.00300277 0.00028662 0.46541770 *** step number: 2 *** Deformation gradient in current step 0.99000000 -0.01000000 -0.01000000 0.01000000 1.01000000 0.01000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2996955807 Kirchhoff stress -0.28665E-02 -0.74808E-04 -0.49794E-02 -0.74808E-04 0.30587E-02 0.45432E-02 -0.49794E-02 0.45432E-02 -0.44730E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04762972 0.76424953 0.78951799 -0.00680517 0.01833992 0.00612331 0.76424953 1.07599675 0.74505984 0.00618446 -0.00496056 -0.01494136 0.78951799 0.74505984 1.06710289 0.00118442 0.02666044 -0.01979782 -0.00680517 0.00618446 0.00118442 0.47492071 0.00687647 -0.00573547 0.01833992 -0.00496056 0.02666044 0.00687647 0.50007113 0.00117071 0.00612331 -0.01494136 -0.01979782 -0.00573547 0.00117071 0.45571086 *** step number: 3 *** Deformation gradient in current step 0.98500000 -0.01500000 -0.01500000 0.01500000 1.01500000 0.01500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2995989297 Kirchhoff stress -0.42545E-02 -0.16976E-03 -0.76489E-02 -0.16976E-03 0.46680E-02 0.66472E-02 -0.76489E-02 0.66472E-02 -0.10264E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04330377 0.76319312 0.80426963 -0.01028613 0.02960612 0.00972099 0.76319312 1.08324560 0.73501978 0.00897584 -0.00701588 -0.02279837 0.80426963 0.73501978 1.07505186 0.00274915 0.04355220 -0.02869480 -0.01028613 0.00897584 0.00274915 0.47402911 0.01082677 -0.00817489 0.02960612 -0.00701588 0.04355220 0.01082677 0.51488621 0.00271909 0.00972099 -0.02279837 -0.02869480 -0.00817489 0.00271909 0.44576143 *** step number: 4 *** Deformation gradient in current step 0.98000000 -0.02000000 -0.02000000 0.02000000 1.02000000 0.02000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2994633435 Kirchhoff stress -0.56288E-02 -0.30488E-03 -0.10449E-01 -0.30488E-03 0.63194E-02 0.86216E-02 -0.10449E-01 0.86216E-02 -0.18710E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04024571 0.76173968 0.82070581 -0.01372633 0.04219610 0.01373890 0.76173968 1.08899548 0.72405840 0.01159440 -0.00872996 -0.03189374 0.82070581 0.72405840 1.08532421 0.00507677 0.06291310 -0.03772505 -0.01372633 0.01159440 0.00507677 0.47279562 0.01517230 -0.01026746 0.04219610 -0.00872996 0.06291310 0.01517230 0.53141579 0.00502520 0.01373890 -0.03189374 -0.03772505 -0.01026746 0.00502520 0.43489656 *** step number: 5 *** Deformation gradient in current step 0.97500000 -0.02500000 -0.02500000 0.02500000 1.02500000 0.02500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2992887287 Kirchhoff stress -0.69993E-02 -0.48153E-03 -0.13386E-01 -0.48153E-03 0.79946E-02 0.10444E-01 -0.13386E-01 0.10444E-01 -0.30085E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03820936 0.75990980 0.83859168 -0.01706544 0.05584230 0.01820933 0.75990980 1.09264831 0.71176345 0.01409203 -0.01003295 -0.04271884 0.83859168 0.71176345 1.09746274 0.00826450 0.08460006 -0.04720802 -0.01706544 0.01409203 0.00826450 0.47123285 0.01993977 -0.01194214 0.05584230 -0.01003295 0.08460006 0.01993977 0.54941833 0.00818743 0.01820933 -0.04271884 -0.04720802 -0.01194214 0.00818743 0.42269252 *** step number: 6 *** Deformation gradient in current step 0.97000000 -0.03000000 -0.03000000 0.03000000 1.03000000 0.03000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2990751600 Kirchhoff stress -0.83724E-02 -0.70057E-03 -0.16461E-01 -0.70057E-03 0.96710E-02 0.12089E-01 -0.16461E-01 0.12089E-01 -0.44658E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03688451 0.75772296 0.85760032 -0.02025764 0.07020233 0.02314647 0.75772296 1.09393637 0.69805753 0.01652336 -0.01085508 -0.05542899 0.85760032 0.69805753 1.11121651 0.01239265 0.10836225 -0.05714437 -0.02025764 0.01652336 0.01239265 0.46935308 0.02513951 -0.01312866 0.07020233 -0.01085508 0.10836225 0.02513951 0.56856043 0.01228726 0.02314647 -0.05542899 -0.05714437 -0.01312866 0.01228726 0.40906296 *** step number: 7 *** Deformation gradient in current step 0.96500000 -0.03500000 -0.03500000 0.03500000 1.03500000 0.03500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2988229411 Kirchhoff stress -0.97535E-02 -0.96245E-03 -0.19670E-01 -0.96245E-03 0.11324E-01 0.13529E-01 -0.19670E-01 0.13529E-01 -0.62658E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03731857 0.75520008 0.87755651 -0.02320459 0.08540630 0.02857140 0.75520008 1.09294607 0.68318591 0.01892804 -0.01114240 -0.06983859 0.87755651 0.68318591 1.12660726 0.01751830 0.13396412 -0.06723916 -0.02320459 0.01892804 0.01751830 0.46717132 0.03079080 -0.01377300 0.08540630 -0.01114240 0.13396412 0.03079080 0.58866132 0.01738288 0.02857140 -0.06983859 -0.06723916 -0.01377300 0.01738288 0.39424772 *** step number: 8 *** Deformation gradient in current step 0.96000000 -0.04000000 -0.04000000 0.04000000 1.04000000 0.04000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2985325664 Kirchhoff stress -0.11163E-01 -0.12681E-02 -0.23015E-01 -0.12681E-02 0.12933E-01 0.14742E-01 -0.23015E-01 0.14742E-01 -0.84266E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04194232 0.75237411 0.89848192 -0.02570092 0.10210148 0.03453377 0.75237411 1.09004149 0.66761971 0.02132523 -0.01086344 -0.08550999 0.89848192 0.66761971 1.14384903 0.02367682 0.16121851 -0.07700255 -0.02570092 0.02132523 0.02367682 0.46471436 0.03694336 -0.01384454 0.10210148 -0.01086344 0.16121851 0.03694336 0.60973638 0.02351045 0.03453377 -0.08550999 -0.07700255 -0.01384454 0.02351045 0.37871584 *** step number: 9 *** Deformation gradient in current step 0.95500000 -0.04500000 -0.04500000 0.04500000 1.04500000 0.04500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2982046235 Kirchhoff stress -0.12622E-01 -0.16191E-02 -0.26494E-01 -0.16191E-02 0.14478E-01 0.15709E-01 -0.26494E-01 0.15709E-01 -0.10959E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04969974 0.74927392 0.92002259 -0.02769568 0.11976181 0.04102622 0.74927392 1.08573423 0.65192925 0.02370561 -0.01001394 -0.10187830 0.92002259 0.65192925 1.16319382 0.03085437 0.18980945 -0.08588184 -0.02769568 0.02370561 0.03085437 0.46200473 0.04359116 -0.01334057 0.11976181 -0.01001394 0.18980945 0.04359116 0.63142482 0.03065647 0.04102622 -0.10187830 -0.08588184 -0.01334057 0.03065647 0.36303834 *** step number: 10 *** Deformation gradient in current step 0.95000000 -0.05000000 -0.05000000 0.05000000 1.05000000 0.05000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2978397894 Kirchhoff stress -0.14143E-01 -0.20167E-02 -0.30100E-01 -0.20167E-02 0.15946E-01 0.16416E-01 -0.30100E-01 0.16416E-01 -0.13864E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06006770 0.74600565 0.94183006 -0.02943796 0.13779101 0.04802125 0.74600565 1.08057385 0.63667454 0.02601555 -0.00861083 -0.11836780 0.94183006 0.63667454 1.18488020 0.03900844 0.21943334 -0.09335877 -0.02943796 0.02601555 0.03900844 0.45914219 0.05070880 -0.01227989 0.13779101 -0.00861083 0.21943334 0.05070880 0.65337122 0.03877834 0.04802125 -0.11836780 -0.09335877 -0.01227989 0.03877834 0.34777767 *** step number: 11 *** Deformation gradient in current step 0.94500000 -0.05500000 -0.05500000 0.05500000 1.05500000 0.05500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2974388282 Kirchhoff stress -0.15738E-01 -0.24604E-02 -0.33824E-01 -0.24604E-02 0.17330E-01 0.16858E-01 -0.33824E-01 0.16858E-01 -0.17135E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07360838 0.74286810 0.96355572 -0.03109308 0.15551701 0.05546871 0.74286810 1.07508814 0.62233975 0.02823223 -0.00668596 -0.13446536 0.96355572 0.62233975 1.20908669 0.04807493 0.24980160 -0.09900621 -0.03109308 0.02823223 0.04807493 0.45641805 0.05824842 -0.01069653 0.15551701 -0.00668596 0.24980160 0.05824842 0.67521892 0.04781165 0.05546871 -0.13446536 -0.09900621 -0.01069653 0.04781165 0.33342115 *** step number: 12 *** Deformation gradient in current step 0.94000000 -0.06000000 -0.06000000 0.06000000 1.06000000 0.06000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2970025836 Kirchhoff stress -0.17409E-01 -0.29504E-02 -0.37649E-01 -0.29504E-02 0.18624E-01 0.17032E-01 -0.37649E-01 0.17032E-01 -0.20758E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08861118 0.73996056 0.98482989 -0.03249123 0.17215552 0.06328970 0.73996056 1.06970294 0.60931208 0.03036649 -0.00428147 -0.14974771 0.98482989 0.60931208 1.23590873 0.05797250 0.28063311 -0.10250354 -0.03249123 0.03036649 0.05797250 0.45392294 0.06613320 -0.00863480 0.17215552 -0.00428147 0.28063311 0.06613320 0.69658922 0.05767428 0.06328970 -0.14974771 -0.10250354 -0.00863480 0.05767428 0.32035911 *** step number: 13 *** Deformation gradient in current step 0.93500000 -0.06500000 -0.06500000 0.06500000 1.06500000 0.06500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2965320187 Kirchhoff stress -0.19146E-01 -0.34863E-02 -0.41556E-01 -0.34863E-02 0.19827E-01 0.16943E-01 -0.41556E-01 0.16943E-01 -0.24713E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10234948 0.73707801 1.00513163 -0.03382765 0.18677842 0.07137328 0.73707801 1.06458172 0.59774239 0.03236112 -0.00145142 -0.16387037 1.00513163 0.59774239 1.26522343 0.06860523 0.31164304 -0.10361932 -0.03382765 0.03236112 0.06860523 0.45159335 0.07425240 -0.00614819 0.18677842 -0.00145142 0.31164304 0.07425240 0.71710400 0.06826949 0.07137328 -0.16387037 -0.10361932 -0.00614819 0.06826949 0.30889700 *** step number: 14 *** Deformation gradient in current step 0.93000000 -0.07000000 -0.07000000 0.07000000 1.07000000 0.07000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2960282803 Kirchhoff stress -0.20922E-01 -0.40665E-02 -0.45517E-01 -0.40665E-02 0.20942E-01 0.16596E-01 -0.45517E-01 0.16596E-01 -0.28975E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11327728 0.73444750 1.02449719 -0.03530853 0.19824984 0.07956776 0.73444750 1.06028684 0.58818413 0.03414630 0.00174608 -0.17654600 1.02449719 0.58818413 1.29733981 0.07986888 0.34253599 -0.10219012 -0.03530853 0.03414630 0.07986888 0.44934514 0.08245867 -0.00330060 0.19824984 0.00174608 0.34253599 0.08245867 0.73648630 0.07949167 0.07956776 -0.17654600 -0.10219012 -0.00330060 0.07949167 0.29928345 *** step number: 15 *** Deformation gradient in current step 0.92500000 -0.07500000 -0.07500000 0.07500000 1.07500000 0.07500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2954927616 Kirchhoff stress -0.22696E-01 -0.46876E-02 -0.49501E-01 -0.46876E-02 0.21973E-01 0.16003E-01 -0.49501E-01 0.16003E-01 -0.33515E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11910921 0.73179840 1.04247067 -0.03714892 0.20593782 0.08772406 0.73179840 1.05609217 0.58009292 0.03573691 0.00532518 -0.18820243 1.04247067 0.58009292 1.33160993 0.09172674 0.37314131 -0.09860695 -0.03714892 0.03573691 0.09172674 0.44705703 0.09060222 -0.00007498 0.20593782 0.00532518 0.37314131 0.09060222 0.75443185 0.09130350 0.08772406 -0.18820243 -0.09860695 -0.00007498 0.09130350 0.29113141 *** step number: 16 *** Deformation gradient in current step 0.92000000 -0.08000000 -0.08000000 0.08000000 1.08000000 0.08000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2949272139 Kirchhoff stress -0.24423E-01 -0.53438E-02 -0.53472E-01 -0.53438E-02 0.22913E-01 0.15165E-01 -0.53472E-01 0.15165E-01 -0.38309E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11864028 0.72898466 1.05888514 -0.03945022 0.20970546 0.09571661 0.72898466 1.05100657 0.57280391 0.03720767 0.00935873 -0.19960494 1.05888514 0.57280391 1.36738404 0.10419989 0.40340094 -0.09348603 -0.03945022 0.03720767 0.10419989 0.44458180 0.09855746 0.00360407 0.20970546 0.00935873 0.40340094 0.09855746 0.77077464 0.10372597 0.09571661 -0.19960494 -0.09348603 0.00360407 0.10372597 0.28377677 *** step number: 17 *** Deformation gradient in current step 0.91500000 -0.08500000 -0.08500000 0.08500000 1.08500000 0.08500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2943338367 Kirchhoff stress -0.26053E-01 -0.60280E-02 -0.57398E-01 -0.60280E-02 0.23755E-01 0.14085E-01 -0.57398E-01 0.14085E-01 -0.43337E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.11201505 0.72586513 1.07378616 -0.04211278 0.20997841 0.10349518 0.72586513 1.04488269 0.56632474 0.03851899 0.01383319 -0.21075742 1.07378616 0.56632474 1.40455872 0.11725118 0.43326210 -0.08684509 -0.04211278 0.03851899 0.11725118 0.44178162 0.10627425 0.00772749 0.20997841 0.01383319 0.43326210 0.10627425 0.78556640 0.11672255 0.10349518 -0.21075742 -0.08684509 0.00772749 0.11672255 0.27722825 *** step number: 18 *** Deformation gradient in current step 0.91000000 -0.09000000 -0.09000000 0.09000000 1.09000000 0.09000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2937152450 Kirchhoff stress -0.27549E-01 -0.67342E-02 -0.61247E-01 -0.67342E-02 0.24491E-01 0.12762E-01 -0.61247E-01 0.12762E-01 -0.48578E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.10055499 0.72231482 1.08741587 -0.04480084 0.20769965 0.11109289 0.72231482 1.03758048 0.56067102 0.03961845 0.01873957 -0.22165135 1.08741587 0.56067102 1.44305820 0.13086927 0.46274943 -0.07869093 -0.04480084 0.03961845 0.13086927 0.43853856 0.11378629 0.01229224 0.20769965 0.01873957 0.46274943 0.11378629 0.79905950 0.13028318 0.11109289 -0.22165135 -0.07869093 0.01229224 0.13028318 0.27150350 *** step number: 19 *** Deformation gradient in current step 0.90500000 -0.09500000 -0.09500000 0.09500000 1.09500000 0.09500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2930743756 Kirchhoff stress -0.28885E-01 -0.74586E-02 -0.64998E-01 -0.74586E-02 0.25111E-01 0.11199E-01 -0.64998E-01 0.11199E-01 -0.54013E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08612880 0.71823869 1.10012444 -0.04700511 0.20408007 0.11861413 0.71823869 1.02897911 0.55586889 0.04043559 0.02407441 -0.23225919 1.10012444 0.55586889 1.48282068 0.14506327 0.49192871 -0.06902108 -0.04700511 0.04043559 0.14506327 0.43476644 0.12119904 0.01730132 0.20408007 0.02407441 0.49192871 0.12119904 0.81161610 0.14441854 0.11861413 -0.23225919 -0.06902108 0.01730132 0.14441854 0.26663137 *** step number: 20 *** Deformation gradient in current step 0.90000000 -0.10000000 -0.10000000 0.10000000 1.10000000 0.10000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2924143718 Kirchhoff stress -0.30055E-01 -0.82013E-02 -0.68638E-01 -0.82013E-02 0.25609E-01 0.93976E-02 -0.68638E-01 0.93976E-02 -0.59625E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07033814 0.71354113 1.11220569 -0.04817765 0.20026905 0.12619883 0.71354113 1.01897051 0.55191573 0.04088129 0.02983507 -0.24252149 1.11220569 0.55191573 1.52373144 0.15984816 0.52086049 -0.05782675 -0.04817765 0.04088129 0.15984816 0.43042072 0.12865357 0.02275917 0.20026905 0.02983507 0.52086049 0.12865357 0.82358452 0.15914524 0.12619883 -0.24252149 -0.05782675 0.02275917 0.15914524 0.26265588 *** step number: 21 *** Deformation gradient in current step 0.89500000 -0.10500000 -0.10500000 0.10500000 1.10500000 0.10500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2917384776 Kirchhoff stress -0.31058E-01 -0.89657E-02 -0.72157E-01 -0.89657E-02 0.25976E-01 0.73589E-02 -0.72157E-01 0.73589E-02 -0.65398E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05413800 0.70828328 1.12395307 -0.04789265 0.19708898 0.13397820 0.70828328 1.00764611 0.54893994 0.04084165 0.03601705 -0.25233476 1.12395307 0.54893994 1.56577824 0.17522794 0.54956725 -0.04509780 -0.04789265 0.04084165 0.17522794 0.42550134 0.13628362 0.02866433 0.19708898 0.03601705 0.54956725 0.13628362 0.83519740 0.17446801 0.13397820 -0.25233476 -0.04509780 0.02866433 0.17446801 0.25963954 *** step number: 22 *** Deformation gradient in current step 0.89000000 -0.11000000 -0.11000000 0.11000000 1.11000000 0.11000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2910499675 Kirchhoff stress -0.31903E-01 -0.97580E-02 -0.75553E-01 -0.97580E-02 0.26204E-01 0.50852E-02 -0.75553E-01 0.50852E-02 -0.71317E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03755156 0.70248718 1.13540052 -0.04597000 0.19491528 0.14204503 0.70248718 0.99515465 0.54699722 0.04018176 0.04260192 -0.26153157 1.13540052 0.54699722 1.60882232 0.19118067 0.57800298 -0.03082390 -0.04597000 0.04018176 0.19118067 0.42006126 0.14418400 0.03500199 0.19491528 0.04260192 0.57800298 0.14418400 0.84652040 0.19036489 0.14204503 -0.26153157 -0.03082390 0.03500199 0.19036489 0.25766839 *** step number: 23 *** Deformation gradient in current step 0.88500000 -0.11500000 -0.11500000 0.11500000 1.11500000 0.11500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2903521130 Kirchhoff stress -0.32594E-01 -0.10586E-01 -0.78823E-01 -0.10586E-01 0.26290E-01 0.25799E-02 -0.78823E-01 0.25799E-02 -0.77365E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02010874 0.69625862 1.14646074 -0.04253110 0.19372938 0.15044389 0.69625862 0.98187493 0.54619763 0.03874486 0.04955658 -0.26986334 1.14646074 0.54619763 1.65273110 0.20765431 0.60606276 -0.01499485 -0.04253110 0.03874486 0.20765431 0.41421015 0.15240184 0.04174041 0.19372938 0.04955658 0.60606276 0.15240184 0.85746921 0.20678273 0.15044389 -0.26986334 -0.01499485 0.04174041 0.20678273 0.25685705 *** step number: 24 *** Deformation gradient in current step 0.88000000 -0.12000000 -0.12000000 0.12000000 1.12000000 0.12000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2896481747 Kirchhoff stress -0.33134E-01 -0.11457E-01 -0.81964E-01 -0.11457E-01 0.26232E-01 -0.15068E-03 -0.81964E-01 -0.15068E-03 -0.83523E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00128267 0.68976453 1.15694519 -0.03797902 0.19325357 0.15917904 0.68976453 0.96845077 0.54668423 0.03636597 0.05683350 -0.27698313 1.15694519 0.54668423 1.69735139 0.22456914 0.63359593 0.00240152 -0.03797902 0.03636597 0.22456914 0.40811899 0.16094425 0.04883225 0.19325357 0.05683350 0.63359593 0.16094425 0.86785717 0.22363970 0.15917904 -0.27698313 0.00240152 0.04883225 0.22363970 0.25735393 *** step number: 25 *** Deformation gradient in current step 0.87500000 -0.12500000 -0.12500000 0.12500000 1.12500000 0.12500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2889413955 Kirchhoff stress -0.33518E-01 -0.12377E-01 -0.84971E-01 -0.12377E-01 0.26034E-01 -0.30970E-02 -0.84971E-01 -0.30970E-02 -0.89771E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98087283 0.68322891 1.16662398 -0.03291991 0.19310674 0.16823081 0.68322891 0.95583456 0.54863568 0.03289215 0.06437575 -0.28243655 1.16662398 0.54863568 1.74252646 0.24182565 0.66042895 0.02138339 -0.03291991 0.03289215 0.24182565 0.40201683 0.16979468 0.05621998 0.19310674 0.06437575 0.66042895 0.16979468 0.87745642 0.24083360 0.16823081 -0.28243655 0.02138339 0.05621998 0.24083360 0.25934404 *** step number: 26 *** Deformation gradient in current step 0.87000000 -0.13000000 -0.13000000 0.13000000 1.13000000 0.13000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2882349789 Kirchhoff stress -0.33739E-01 -0.13350E-01 -0.87836E-01 -0.13350E-01 0.25707E-01 -0.62452E-02 -0.87836E-01 -0.62452E-02 -0.96085E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95914017 0.67690583 1.17526922 -0.02805956 0.19291839 0.17756788 0.67690583 0.94526643 0.55225741 0.02820527 0.07212636 -0.28567725 1.17526922 0.55225741 1.78809643 0.25931450 0.68638389 0.04197270 -0.02805956 0.02820527 0.25931450 0.39616491 0.17892498 0.06384573 0.19291839 0.07212636 0.68638389 0.17892498 0.88604274 0.25825220 0.17756788 -0.28567725 0.04197270 0.06384573 0.25825220 0.26304073 *** step number: 27 *** Deformation gradient in current step 0.86500000 -0.13500000 -0.13500000 0.13500000 1.13500000 0.13500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2875320417 Kirchhoff stress -0.33793E-01 -0.14375E-01 -0.90552E-01 -0.14375E-01 0.25270E-01 -0.95761E-02 -0.90552E-01 -0.95761E-02 -0.10244E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93673132 0.67105284 1.18268523 -0.02407965 0.19239286 0.18715212 0.67105284 0.93818971 0.55776640 0.02225467 0.08003715 -0.28611447 1.18268523 0.55776640 1.83390762 0.27692518 0.71129062 0.06419002 -0.02407965 0.02225467 0.27692518 0.39082539 0.18830009 0.07166029 0.19239286 0.08003715 0.71129062 0.18830009 0.89342175 0.27578229 0.18715212 -0.28611447 0.06419002 0.07166029 0.27578229 0.26866581 *** step number: 28 *** Deformation gradient in current step 0.86000000 -0.14000000 -0.14000000 0.14000000 1.14000000 0.14000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2868355453 Kirchhoff stress -0.33673E-01 -0.15452E-01 -0.93107E-01 -0.15452E-01 0.24754E-01 -0.13066E-01 -0.93107E-01 -0.13066E-01 -0.10879E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.91445557 0.66587345 1.18870947 -0.02153871 0.19132816 0.19693227 0.66587345 0.93599833 0.56534488 0.01506750 0.08807560 -0.28321398 1.18870947 0.56534488 1.87980158 0.29455080 0.73498814 0.08803859 -0.02153871 0.01506750 0.29455080 0.38620828 0.19787122 0.07963027 0.19132816 0.08807560 0.73498814 0.19787122 0.89943538 0.29331495 0.19693227 -0.28321398 0.08803859 0.07963027 0.29331495 0.27640813 *** step number: 29 *** Deformation gradient in current step 0.85500000 -0.14500000 -0.14500000 0.14500000 1.14500000 0.14500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2861482187 Kirchhoff stress -0.33378E-01 -0.16574E-01 -0.95492E-01 -0.16574E-01 0.24197E-01 -0.16686E-01 -0.95492E-01 -0.16686E-01 -0.11513E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89305701 0.66147732 1.19321468 -0.02079702 0.18960730 0.20683326 0.66147732 0.93966911 0.57508802 0.00675251 0.09622612 -0.27664736 1.19321468 0.57508802 1.92561045 0.31208996 0.75732255 0.11348279 -0.02079702 0.00675251 0.31208996 0.38242563 0.20756472 0.08773926 0.18960730 0.09622612 0.75732255 0.20756472 0.90395909 0.31074755 0.20683326 -0.27664736 0.11348279 0.08773926 0.31074755 0.28636539 *** step number: 30 *** Deformation gradient in current step 0.85000000 -0.15000000 -0.15000000 0.15000000 1.15000000 0.15000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2854724956 Kirchhoff stress -0.32909E-01 -0.17736E-01 -0.97697E-01 -0.17736E-01 0.23640E-01 -0.20407E-01 -0.97697E-01 -0.20407E-01 -0.12140E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.87304656 0.65784824 1.19610778 -0.02198480 0.18718563 0.21674860 0.65784824 0.94928588 0.58693722 -0.00251982 0.10448611 -0.26647223 1.19610778 0.58693722 1.97115936 0.32944791 0.77815231 0.14042637 -0.02198480 -0.00251982 0.32944791 0.37945859 0.21727391 0.09598392 0.18718563 0.10448611 0.77815231 0.21727391 0.90690111 0.32798511 0.21674860 -0.26647223 0.14042637 0.09598392 0.32798511 0.29847684 *** step number: 31 *** Deformation gradient in current step 0.84500000 -0.15500000 -0.15500000 0.15500000 1.15500000 0.15500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2848104906 Kirchhoff stress -0.32269E-01 -0.18928E-01 -0.99710E-01 -0.18928E-01 0.23123E-01 -0.24199E-01 -0.99710E-01 -0.24199E-01 -0.12759E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.85464101 0.65484133 1.19732270 -0.02500814 0.18405879 0.22653648 0.65484133 0.96364283 0.60063447 -0.01254354 0.11285712 -0.25326982 1.19732270 0.60063447 2.01625220 0.34653100 0.79733492 0.16869507 -0.02500814 -0.01254354 0.34653100 0.37715335 0.22685488 0.10436496 0.18405879 0.11285712 0.79733492 0.22685488 0.90819484 0.34493465 0.22653648 -0.25326982 0.16869507 0.10436496 0.34493465 0.31247623 *** step number: 32 *** Deformation gradient in current step 0.84000000 -0.16000000 -0.16000000 0.16000000 1.16000000 0.16000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2841640354 Kirchhoff stress -0.31466E-01 -0.20142E-01 -0.10152E+00 -0.20142E-01 0.22673E-01 -0.28038E-01 -0.10152E+00 -0.28038E-01 -0.13365E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.83781186 0.65221446 1.19682427 -0.02959299 0.18024253 0.23603134 0.65221446 0.98013258 0.61572421 -0.02309664 0.12134023 -0.23816457 1.19682427 0.61572421 2.06068213 0.36324621 0.81472886 0.19804197 -0.02959299 -0.02309664 0.36324621 0.37525182 0.23613809 0.11288250 0.18024253 0.12134023 0.81472886 0.23613809 0.90780209 0.36150466 0.23603134 -0.23816457 0.19804197 0.11288250 0.36150466 0.32789289 *** step number: 33 *** Deformation gradient in current step 0.83500000 -0.16500000 -0.16500000 0.16500000 1.16500000 0.16500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2835347794 Kirchhoff stress -0.30508E-01 -0.21369E-01 -0.10313E+00 -0.21369E-01 0.22295E-01 -0.31906E-01 -0.10313E+00 -0.31906E-01 -0.13956E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.82237144 0.64968527 1.19461063 -0.03535360 0.17575009 0.24506421 0.64968527 0.99511915 0.63162315 -0.03393715 0.12993718 -0.22265573 1.19461063 0.63162315 2.10423973 0.37950009 0.83019142 0.22817763 -0.03535360 -0.03393715 0.37950009 0.37345264 0.24494926 0.12153732 0.17575009 0.12993718 0.83019142 0.24494926 0.90571840 0.37760386 0.24506421 -0.22265573 0.22817763 0.12153732 0.37760386 0.34412546 *** step number: 34 *** Deformation gradient in current step 0.83000000 -0.17000000 -0.17000000 0.17000000 1.17000000 0.17000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2829243395 Kirchhoff stress -0.29403E-01 -0.22599E-01 -0.10451E+00 -0.22599E-01 0.21971E-01 -0.35795E-01 -0.10451E+00 -0.35795E-01 -0.14529E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80808503 0.64700453 1.19072042 -0.04186277 0.17057132 0.25348753 0.64700453 1.00478985 0.64775576 -0.04478335 0.13865652 -0.20827497 1.19072042 0.64775576 2.14673177 0.39520025 0.84357769 0.25882054 -0.04186277 -0.04478335 0.39520025 0.37148429 0.25313530 0.13033692 0.17057132 0.13865652 0.84357769 0.25313530 0.90197766 0.39314258 0.25348753 -0.20827497 0.25882054 0.13033692 0.39314258 0.36057719 *** step number: 35 *** Deformation gradient in current step 0.82500000 -0.17500000 -0.17500000 0.17500000 1.17500000 0.17500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2823344629 Kirchhoff stress -0.28162E-01 -0.23824E-01 -0.10568E+00 -0.23824E-01 0.21658E-01 -0.39706E-01 -0.10568E+00 -0.39706E-01 -0.15083E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.79477622 0.64401456 1.18523550 -0.04871717 0.16466577 0.26119659 0.64401456 1.00617534 0.66369669 -0.05530030 0.14751721 -0.19619548 1.18523550 0.66369669 2.18800023 0.41025805 0.85474908 0.28975127 -0.04871717 -0.05530030 0.41025805 0.36916906 0.26058693 0.13929933 0.16466577 0.14751721 0.85474908 0.26058693 0.89665762 0.40803524 0.26119659 -0.19619548 0.28975127 0.13929933 0.40803524 0.37680393 *** step number: 36 *** Deformation gradient in current step 0.82000000 -0.18000000 -0.18000000 0.18000000 1.18000000 0.18000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2817671553 Kirchhoff stress -0.26795E-01 -0.25032E-01 -0.10661E+00 -0.25032E-01 0.21297E-01 -0.43645E-01 -0.10661E+00 -0.43645E-01 -0.15615E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78236954 0.64067751 1.17827500 -0.05558391 0.15796064 0.26813727 0.64067751 0.99793676 0.67926636 -0.06511687 0.15654018 -0.18694958 1.17827500 0.67926636 2.22792379 0.42458552 0.86357404 0.32084146 -0.05558391 -0.06511687 0.42458552 0.36645403 0.26724738 0.14844469 0.15796064 0.15654018 0.86357404 0.26724738 0.88987417 0.42219707 0.26813727 -0.18694958 0.32084146 0.14844469 0.42219707 0.39261280 *** step number: 37 *** Deformation gradient in current step 0.81500000 -0.18500000 -0.18500000 0.18500000 1.18500000 0.18500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2812247337 Kirchhoff stress -0.25315E-01 -0.26213E-01 -0.10730E+00 -0.26213E-01 0.20828E-01 -0.47618E-01 -0.10730E+00 -0.47618E-01 -0.16124E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77176018 0.63708050 1.17064538 -0.06232413 0.15111082 0.27421222 0.63708050 0.98056905 0.69454612 -0.07388746 0.16573907 -0.18037400 1.17064538 0.69454612 2.26691441 0.43801232 0.87051659 0.35197495 -0.06232413 -0.07388746 0.43801232 0.36341761 0.27301922 0.15778577 0.15111082 0.16573907 0.87051659 0.27301922 0.88243126 0.43546083 0.27421222 -0.18037400 0.35197495 0.15778577 0.43546083 0.40807878 *** step number: 38 *** Deformation gradient in current step 0.81000000 -0.19000000 -0.19000000 0.19000000 1.19000000 0.19000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2807097366 Kirchhoff stress -0.23742E-01 -0.27354E-01 -0.10777E+00 -0.27354E-01 0.20195E-01 -0.51626E-01 -0.10777E+00 -0.51626E-01 -0.16609E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76353730 0.63340162 1.16286518 -0.06885341 0.14442098 0.27936514 0.63340162 0.95607938 0.70980889 -0.08136835 0.17510249 -0.17579854 1.16286518 0.70980889 2.30511309 0.45034855 0.87579149 0.38303238 -0.06885341 -0.08136835 0.45034855 0.36023361 0.27784840 0.16730938 0.14442098 0.17510249 0.87579149 0.27784840 0.87484283 0.44763948 0.27936514 -0.17579854 0.38303238 0.16730938 0.44763948 0.42347347 *** step number: 39 *** Deformation gradient in current step 0.80500000 -0.19500000 -0.19500000 0.19500000 1.19500000 0.19500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2802247903 Kirchhoff stress -0.22096E-01 -0.28440E-01 -0.10802E+00 -0.28440E-01 0.19360E-01 -0.55663E-01 -0.10802E+00 -0.55663E-01 -0.17069E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75766404 0.62995572 1.15503429 -0.07514428 0.13766082 0.28354195 0.62995572 0.92740950 0.72557237 -0.08752101 0.18470742 -0.17238254 1.15503429 0.72557237 2.34256736 0.46137394 0.87939522 0.41384705 -0.07514428 -0.08752101 0.46137394 0.35721927 0.28168501 0.17709005 0.13766082 0.18470742 0.87939522 0.28168501 0.86720603 0.45851524 0.28354195 -0.17238254 0.41384705 0.17709005 0.45851524 0.43932036 *** step number: 40 *** Deformation gradient in current step 0.80000000 -0.20000000 -0.20000000 0.20000000 1.20000000 0.20000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2797724993 Kirchhoff stress -0.20394E-01 -0.29458E-01 -0.10805E+00 -0.29458E-01 0.18300E-01 -0.59715E-01 -0.10805E+00 -0.59715E-01 -0.17504E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75395711 0.62694707 1.14701209 -0.08110010 0.13044760 0.28683301 0.62694707 0.89757835 0.74217679 -0.09230049 0.19446174 -0.16909800 1.14701209 0.74217679 2.37902449 0.47107188 0.88112742 0.44446631 -0.08110010 -0.09230049 0.47107188 0.35458302 0.28462467 0.18703272 0.13044760 0.19446174 0.88112742 0.28462467 0.85937581 0.46807350 0.28683301 -0.16909800 0.44446631 0.18703272 0.46807350 0.45596715 *** step number: 41 *** Deformation gradient in current step 0.79500000 -0.20500000 -0.20500000 0.20500000 1.20500000 0.20500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2793553469 Kirchhoff stress -0.18647E-01 -0.30395E-01 -0.10786E+00 -0.30395E-01 0.17014E-01 -0.63764E-01 -0.10786E+00 -0.63764E-01 -0.17910E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75209228 0.62440741 1.13850356 -0.08668725 0.12234192 0.28933053 0.62440741 0.86863065 0.75987125 -0.09602689 0.20423923 -0.16500747 1.13850356 0.75987125 2.41405973 0.47948208 0.88071510 0.47494039 -0.08668725 -0.09602689 0.47948208 0.35236161 0.28676513 0.19700780 0.12234192 0.20423923 0.88071510 0.28676513 0.85105194 0.47635549 0.28933053 -0.16500747 0.47494039 0.19700780 0.47635549 0.47367109 *** step number: 42 *** Deformation gradient in current step 0.79000000 -0.21000000 -0.21000000 0.21000000 1.21000000 0.21000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789756282 Kirchhoff stress -0.16864E-01 -0.31244E-01 -0.10747E+00 -0.31244E-01 0.15513E-01 -0.67784E-01 -0.10747E+00 -0.67784E-01 -0.18287E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75161257 0.62229791 1.12907323 -0.09189291 0.11286967 0.29109543 0.62229791 0.84191400 0.77883503 -0.09915895 0.21392148 -0.15933827 1.12907323 0.77883503 2.44711856 0.48667488 0.87783621 0.50528793 -0.09189291 -0.09915895 0.48667488 0.35052077 0.28817269 0.20689342 0.11286967 0.21392148 0.87783621 0.28817269 0.84179316 0.48343248 0.29109543 -0.15933827 0.50528793 0.20689342 0.48343248 0.49261888 *** step number: 43 *** Deformation gradient in current step 0.78500000 -0.21500000 -0.21500000 0.21500000 1.21500000 0.21500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2786354111 Kirchhoff stress -0.15046E-01 -0.31999E-01 -0.10685E+00 -0.31999E-01 0.13817E-01 -0.71748E-01 -0.10685E+00 -0.71748E-01 -0.18632E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75196836 0.62067755 1.11816535 -0.09665033 0.10154884 0.29215300 0.62067755 0.81916030 0.79919546 -0.10182884 0.22340725 -0.15145608 1.11816535 0.79919546 2.47754035 0.49274624 0.87212260 0.53551232 -0.09665033 -0.10182884 0.49274624 0.34912350 0.28887752 0.21658503 0.10154884 0.22340725 0.87212260 0.28887752 0.83103801 0.48940106 0.29215300 -0.15145608 0.53551232 0.21658503 0.48940106 0.51294422 *** step number: 44 *** Deformation gradient in current step 0.78000000 -0.22000000 -0.22000000 0.22000000 1.22000000 0.22000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2783365076 Kirchhoff stress -0.13191E-01 -0.32657E-01 -0.10601E+00 -0.32657E-01 0.11964E-01 -0.75623E-01 -0.10601E+00 -0.75623E-01 -0.18942E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75258150 0.61956271 1.10517995 -0.10090338 0.08795077 0.29249373 0.61956271 0.80173608 0.82104351 -0.10415855 0.23260838 -0.14085100 1.10517995 0.82104351 2.50462790 0.49780321 0.86320053 0.56561802 -0.10090338 -0.10415855 0.49780321 0.34818994 0.28887444 0.22599190 0.08795077 0.23260838 0.86320053 0.28887444 0.81818194 0.49436873 0.29249373 -0.14085100 0.56561802 0.22599190 0.49436873 0.53474381 *** step number: 45 *** Deformation gradient in current step 0.77500000 -0.22500000 -0.22500000 0.22500000 1.22500000 0.22500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2780804707 Kirchhoff stress -0.11291E-01 -0.33216E-01 -0.10493E+00 -0.33216E-01 0.99863E-02 -0.79379E-01 -0.10493E+00 -0.79379E-01 -0.19213E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75295987 0.61893236 1.08959437 -0.10461775 0.07180125 0.29207861 0.61893236 0.78744128 0.84406479 -0.10637145 0.24139983 -0.12822965 1.08959437 0.84406479 2.52771915 0.50192980 0.85076420 0.59548807 -0.10461775 -0.10637145 0.50192980 0.34770233 0.28812790 0.23498761 0.07180125 0.24139983 0.85076420 0.28812790 0.80269984 0.49841971 0.29207861 -0.12822965 0.59548807 0.23498761 0.49841971 0.55770783 *** step number: 46 *** Deformation gradient in current step 0.77000000 -0.23000000 -0.23000000 0.23000000 1.23000000 0.23000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2778686911 Kirchhoff stress -0.93368E-02 -0.33674E-01 -0.10359E+00 -0.33674E-01 0.79076E-02 -0.82989E-01 -0.10359E+00 -0.82989E-01 -0.19441E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75284900 0.61875399 1.07110758 -0.10778353 0.05308871 0.29085787 0.61875399 0.77541532 0.86813814 -0.10855230 0.24969053 -0.11379677 1.07110758 0.86813814 2.54637961 0.50520001 0.83468512 0.62509672 -0.10778353 -0.10855230 0.50520001 0.34763099 0.28659067 0.24348126 0.05308871 0.24969053 0.83468512 0.28659067 0.78429132 0.50162803 0.29085787 -0.11379677 0.62509672 0.24348126 0.50162803 0.58171855 *** step number: 47 *** Deformation gradient in current step 0.76500000 -0.23500000 -0.23500000 0.23500000 1.23500000 0.23500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2777024395 Kirchhoff stress -0.73201E-02 -0.34033E-01 -0.10197E+00 -0.34033E-01 0.57519E-02 -0.86425E-01 -0.10197E+00 -0.86425E-01 -0.19624E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75232504 0.61898992 1.04975193 -0.11041508 0.03213507 0.28878783 0.61898992 0.76613144 0.89329736 -0.11071757 0.25738674 -0.09729295 1.04975193 0.89329736 2.56048481 0.50765956 0.81509324 0.65447977 -0.11041508 -0.11071757 0.50765956 0.34794242 0.28422112 0.25138104 0.03213507 0.25738674 0.81509324 0.28422112 0.76299285 0.50403940 0.28878783 -0.09729295 0.65447977 0.25138104 0.50403940 0.60681411 *** step number: 48 *** Deformation gradient in current step 0.76000000 -0.24000000 -0.24000000 0.24000000 1.24000000 0.24000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2775828120 Kirchhoff stress -0.52369E-02 -0.34292E-01 -0.10008E+00 -0.34292E-01 0.35479E-02 -0.89658E-01 -0.10008E+00 -0.89658E-01 -0.19757E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75174630 0.61947020 1.02590042 -0.11246008 0.00961204 0.28580054 0.61947020 0.75962085 0.91945112 -0.11267113 0.26445019 -0.07867563 1.02590042 0.91945112 2.57018859 0.50935605 0.79240346 0.68361286 -0.11246008 -0.11267113 0.50935605 0.34847182 0.28095278 0.25865205 0.00961204 0.26445019 0.79240346 0.28095278 0.73918440 0.50570133 0.28580054 -0.07867563 0.68361286 0.25865205 0.50570133 0.63290788 *** step number: 49 *** Deformation gradient in current step 0.75500000 -0.24500000 -0.24500000 0.24500000 1.24500000 0.24500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2775106635 Kirchhoff stress -0.30920E-02 -0.34449E-01 -0.97887E-01 -0.34449E-01 0.13225E-02 -0.92662E-01 -0.97887E-01 -0.92662E-01 -0.19839E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75160632 0.61980090 1.00017430 -0.11372476 -0.01354227 0.28178087 0.61980090 0.75512781 0.94627120 -0.11384070 0.27096775 -0.05830918 1.00017430 0.94627120 2.57579631 0.51037816 0.76726542 0.71233081 -0.11372476 -0.11384070 0.51037816 0.34882984 0.27667094 0.26538542 -0.01354227 0.27096775 0.76726542 0.27667094 0.71349527 0.50670260 0.28178087 -0.05830918 0.71233081 0.26538542 0.50670260 0.65967508 *** step number: 50 *** Deformation gradient in current step 0.75000000 -0.25000000 -0.25000000 0.25000000 1.25000000 0.25000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2774865493 Kirchhoff stress -0.89888E-03 -0.34502E-01 -0.95411E-01 -0.34502E-01 -0.89888E-03 -0.95411E-01 -0.95411E-01 -0.95411E-01 -0.19866E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75255711 0.61991714 0.97337711 -0.11418932 -0.03643257 0.27679549 0.61991714 0.75255711 0.97337711 -0.11418932 0.27679549 -0.03643257 0.97337711 0.97337711 2.57762328 0.51072005 0.74036732 0.74036732 -0.11418932 -0.11418932 0.51072005 0.34895479 0.27144142 0.27144142 -0.03643257 0.27679549 0.74036732 0.27144142 0.68673636 0.50703753 0.27679549 -0.03643257 0.74036732 0.27144142 0.50703753 0.68673636 *** step number: 51 *** Deformation gradient in current step 0.74500000 -0.25500000 -0.25500000 0.25500000 1.25500000 0.25500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2775106635 Kirchhoff stress 0.13225E-02 -0.34449E-01 -0.92662E-01 -0.34449E-01 -0.30920E-02 -0.97887E-01 -0.92662E-01 -0.97887E-01 -0.19839E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75512781 0.61980090 0.94627120 -0.11384070 -0.05830918 0.27096775 0.61980090 0.75160632 1.00017430 -0.11372476 0.28178087 -0.01354227 0.94627120 1.00017430 2.57579631 0.51037816 0.71233081 0.76726542 -0.11384070 -0.11372476 0.51037816 0.34882984 0.26538542 0.27667094 -0.05830918 0.28178087 0.71233081 0.26538542 0.65967508 0.50670260 0.27096775 -0.01354227 0.76726542 0.27667094 0.50670260 0.71349527 *** step number: 52 *** Deformation gradient in current step 0.74000000 -0.26000000 -0.26000000 0.26000000 1.26000000 0.26000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2775828120 Kirchhoff stress 0.35479E-02 -0.34292E-01 -0.89658E-01 -0.34292E-01 -0.52369E-02 -0.10008E+00 -0.89658E-01 -0.10008E+00 -0.19757E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.75962085 0.61947020 0.91945112 -0.11267113 -0.07867563 0.26445019 0.61947020 0.75174630 1.02590042 -0.11246008 0.28580054 0.00961204 0.91945112 1.02590042 2.57018859 0.50935605 0.68361286 0.79240346 -0.11267113 -0.11246008 0.50935605 0.34847182 0.25865205 0.28095278 -0.07867563 0.28580054 0.68361286 0.25865205 0.63290788 0.50570133 0.26445019 0.00961204 0.79240346 0.28095278 0.50570133 0.73918440 *** step number: 53 *** Deformation gradient in current step 0.73500000 -0.26500000 -0.26500000 0.26500000 1.26500000 0.26500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2777024395 Kirchhoff stress 0.57519E-02 -0.34033E-01 -0.86425E-01 -0.34033E-01 -0.73201E-02 -0.10197E+00 -0.86425E-01 -0.10197E+00 -0.19624E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.76613144 0.61898992 0.89329736 -0.11071757 -0.09729295 0.25738674 0.61898992 0.75232504 1.04975193 -0.11041508 0.28878783 0.03213507 0.89329736 1.04975193 2.56048481 0.50765956 0.65447977 0.81509324 -0.11071757 -0.11041508 0.50765956 0.34794242 0.25138104 0.28422112 -0.09729295 0.28878783 0.65447977 0.25138104 0.60681411 0.50403940 0.25738674 0.03213507 0.81509324 0.28422112 0.50403940 0.76299285 *** step number: 54 *** Deformation gradient in current step 0.73000000 -0.27000000 -0.27000000 0.27000000 1.27000000 0.27000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2778686911 Kirchhoff stress 0.79076E-02 -0.33674E-01 -0.82989E-01 -0.33674E-01 -0.93368E-02 -0.10359E+00 -0.82989E-01 -0.10359E+00 -0.19441E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.77541532 0.61875399 0.86813814 -0.10855230 -0.11379677 0.24969053 0.61875399 0.75284900 1.07110758 -0.10778353 0.29085787 0.05308871 0.86813814 1.07110758 2.54637961 0.50520001 0.62509672 0.83468512 -0.10855230 -0.10778353 0.50520001 0.34763099 0.24348126 0.28659067 -0.11379677 0.29085787 0.62509672 0.24348126 0.58171855 0.50162803 0.24969053 0.05308871 0.83468512 0.28659067 0.50162803 0.78429132 *** step number: 55 *** Deformation gradient in current step 0.72500000 -0.27500000 -0.27500000 0.27500000 1.27500000 0.27500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2780804707 Kirchhoff stress 0.99863E-02 -0.33216E-01 -0.79379E-01 -0.33216E-01 -0.11291E-01 -0.10493E+00 -0.79379E-01 -0.10493E+00 -0.19213E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.78744128 0.61893236 0.84406479 -0.10637145 -0.12822965 0.24139983 0.61893236 0.75295987 1.08959437 -0.10461775 0.29207861 0.07180125 0.84406479 1.08959437 2.52771915 0.50192980 0.59548807 0.85076420 -0.10637145 -0.10461775 0.50192980 0.34770233 0.23498761 0.28812790 -0.12822965 0.29207861 0.59548807 0.23498761 0.55770783 0.49841971 0.24139983 0.07180125 0.85076420 0.28812790 0.49841971 0.80269984 *** step number: 56 *** Deformation gradient in current step 0.72000000 -0.28000000 -0.28000000 0.28000000 1.28000000 0.28000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2783365076 Kirchhoff stress 0.11964E-01 -0.32657E-01 -0.75623E-01 -0.32657E-01 -0.13191E-01 -0.10601E+00 -0.75623E-01 -0.10601E+00 -0.18942E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.80173608 0.61956271 0.82104351 -0.10415855 -0.14085100 0.23260838 0.61956271 0.75258150 1.10517995 -0.10090338 0.29249373 0.08795077 0.82104351 1.10517995 2.50462790 0.49780321 0.56561802 0.86320053 -0.10415855 -0.10090338 0.49780321 0.34818994 0.22599190 0.28887444 -0.14085100 0.29249373 0.56561802 0.22599190 0.53474381 0.49436873 0.23260838 0.08795077 0.86320053 0.28887444 0.49436873 0.81818194 *** step number: 57 *** Deformation gradient in current step 0.71500000 -0.28500000 -0.28500000 0.28500000 1.28500000 0.28500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2786354111 Kirchhoff stress 0.13817E-01 -0.31999E-01 -0.71748E-01 -0.31999E-01 -0.15046E-01 -0.10685E+00 -0.71748E-01 -0.10685E+00 -0.18632E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.81916030 0.62067755 0.79919546 -0.10182884 -0.15145608 0.22340725 0.62067755 0.75196836 1.11816535 -0.09665033 0.29215300 0.10154884 0.79919546 1.11816535 2.47754035 0.49274624 0.53551232 0.87212260 -0.10182884 -0.09665033 0.49274624 0.34912350 0.21658503 0.28887752 -0.15145608 0.29215300 0.53551232 0.21658503 0.51294422 0.48940106 0.22340725 0.10154884 0.87212260 0.28887752 0.48940106 0.83103801 *** step number: 58 *** Deformation gradient in current step 0.71000000 -0.29000000 -0.29000000 0.29000000 1.29000000 0.29000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2789756282 Kirchhoff stress 0.15513E-01 -0.31244E-01 -0.67784E-01 -0.31244E-01 -0.16864E-01 -0.10747E+00 -0.67784E-01 -0.10747E+00 -0.18287E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.84191400 0.62229791 0.77883503 -0.09915895 -0.15933827 0.21392148 0.62229791 0.75161257 1.12907323 -0.09189291 0.29109543 0.11286967 0.77883503 1.12907323 2.44711856 0.48667488 0.50528793 0.87783621 -0.09915895 -0.09189291 0.48667488 0.35052077 0.20689342 0.28817269 -0.15933827 0.29109543 0.50528793 0.20689342 0.49261888 0.48343248 0.21392148 0.11286967 0.87783621 0.28817269 0.48343248 0.84179316 *** step number: 59 *** Deformation gradient in current step 0.70500000 -0.29500000 -0.29500000 0.29500000 1.29500000 0.29500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2793553469 Kirchhoff stress 0.17014E-01 -0.30395E-01 -0.63764E-01 -0.30395E-01 -0.18647E-01 -0.10786E+00 -0.63764E-01 -0.10786E+00 -0.17910E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.86863065 0.62440741 0.75987125 -0.09602689 -0.16500747 0.20423923 0.62440741 0.75209228 1.13850356 -0.08668725 0.28933053 0.12234192 0.75987125 1.13850356 2.41405973 0.47948208 0.47494039 0.88071510 -0.09602689 -0.08668725 0.47948208 0.35236161 0.19700780 0.28676513 -0.16500747 0.28933053 0.47494039 0.19700780 0.47367109 0.47635549 0.20423923 0.12234192 0.88071510 0.28676513 0.47635549 0.85105194 *** step number: 60 *** Deformation gradient in current step 0.70000000 -0.30000000 -0.30000000 0.30000000 1.30000000 0.30000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2797724993 Kirchhoff stress 0.18300E-01 -0.29458E-01 -0.59715E-01 -0.29458E-01 -0.20394E-01 -0.10805E+00 -0.59715E-01 -0.10805E+00 -0.17504E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.89757835 0.62694707 0.74217679 -0.09230049 -0.16909800 0.19446174 0.62694707 0.75395711 1.14701209 -0.08110010 0.28683301 0.13044760 0.74217679 1.14701209 2.37902449 0.47107188 0.44446631 0.88112742 -0.09230049 -0.08110010 0.47107188 0.35458302 0.18703272 0.28462467 -0.16909800 0.28683301 0.44446631 0.18703272 0.45596715 0.46807350 0.19446174 0.13044760 0.88112742 0.28462467 0.46807350 0.85937581 *** step number: 61 *** Deformation gradient in current step 0.69500000 -0.30500000 -0.30500000 0.30500000 1.30500000 0.30500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2802247903 Kirchhoff stress 0.19360E-01 -0.28440E-01 -0.55663E-01 -0.28440E-01 -0.22096E-01 -0.10802E+00 -0.55663E-01 -0.10802E+00 -0.17069E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.92740950 0.62995572 0.72557237 -0.08752101 -0.17238254 0.18470742 0.62995572 0.75766404 1.15503429 -0.07514428 0.28354195 0.13766082 0.72557237 1.15503429 2.34256736 0.46137394 0.41384705 0.87939522 -0.08752101 -0.07514428 0.46137394 0.35721927 0.17709005 0.28168501 -0.17238254 0.28354195 0.41384705 0.17709005 0.43932036 0.45851524 0.18470742 0.13766082 0.87939522 0.28168501 0.45851524 0.86720603 *** step number: 62 *** Deformation gradient in current step 0.69000000 -0.31000000 -0.31000000 0.31000000 1.31000000 0.31000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2807097366 Kirchhoff stress 0.20195E-01 -0.27354E-01 -0.51626E-01 -0.27354E-01 -0.23742E-01 -0.10777E+00 -0.51626E-01 -0.10777E+00 -0.16609E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95607938 0.63340162 0.70980889 -0.08136835 -0.17579854 0.17510249 0.63340162 0.76353730 1.16286518 -0.06885341 0.27936514 0.14442098 0.70980889 1.16286518 2.30511309 0.45034855 0.38303238 0.87579149 -0.08136835 -0.06885341 0.45034855 0.36023361 0.16730938 0.27784840 -0.17579854 0.27936514 0.38303238 0.16730938 0.42347347 0.44763948 0.17510249 0.14442098 0.87579149 0.27784840 0.44763948 0.87484283 *** step number: 63 *** Deformation gradient in current step 0.68500000 -0.31500000 -0.31500000 0.31500000 1.31500000 0.31500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2812247337 Kirchhoff stress 0.20828E-01 -0.26213E-01 -0.47618E-01 -0.26213E-01 -0.25315E-01 -0.10730E+00 -0.47618E-01 -0.10730E+00 -0.16124E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98056905 0.63708050 0.69454612 -0.07388746 -0.18037400 0.16573907 0.63708050 0.77176018 1.17064538 -0.06232413 0.27421222 0.15111082 0.69454612 1.17064538 2.26691441 0.43801232 0.35197495 0.87051659 -0.07388746 -0.06232413 0.43801232 0.36341761 0.15778577 0.27301922 -0.18037400 0.27421222 0.35197495 0.15778577 0.40807878 0.43546083 0.16573907 0.15111082 0.87051659 0.27301922 0.43546083 0.88243126 *** step number: 64 *** Deformation gradient in current step 0.68000000 -0.32000000 -0.32000000 0.32000000 1.32000000 0.32000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2817671553 Kirchhoff stress 0.21297E-01 -0.25032E-01 -0.43645E-01 -0.25032E-01 -0.26795E-01 -0.10661E+00 -0.43645E-01 -0.10661E+00 -0.15615E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99793676 0.64067751 0.67926636 -0.06511687 -0.18694958 0.15654018 0.64067751 0.78236954 1.17827500 -0.05558391 0.26813727 0.15796064 0.67926636 1.17827500 2.22792379 0.42458552 0.32084146 0.86357404 -0.06511687 -0.05558391 0.42458552 0.36645403 0.14844469 0.26724738 -0.18694958 0.26813727 0.32084146 0.14844469 0.39261280 0.42219707 0.15654018 0.15796064 0.86357404 0.26724738 0.42219707 0.88987417 *** step number: 65 *** Deformation gradient in current step 0.67500000 -0.32500000 -0.32500000 0.32500000 1.32500000 0.32500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2823344629 Kirchhoff stress 0.21658E-01 -0.23824E-01 -0.39706E-01 -0.23824E-01 -0.28162E-01 -0.10568E+00 -0.39706E-01 -0.10568E+00 -0.15083E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00617534 0.64401456 0.66369669 -0.05530030 -0.19619548 0.14751721 0.64401456 0.79477622 1.18523550 -0.04871717 0.26119659 0.16466577 0.66369669 1.18523550 2.18800023 0.41025805 0.28975127 0.85474908 -0.05530030 -0.04871717 0.41025805 0.36916906 0.13929933 0.26058693 -0.19619548 0.26119659 0.28975127 0.13929933 0.37680393 0.40803524 0.14751721 0.16466577 0.85474908 0.26058693 0.40803524 0.89665762 *** step number: 66 *** Deformation gradient in current step 0.67000000 -0.33000000 -0.33000000 0.33000000 1.33000000 0.33000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2829243395 Kirchhoff stress 0.21971E-01 -0.22599E-01 -0.35795E-01 -0.22599E-01 -0.29403E-01 -0.10451E+00 -0.35795E-01 -0.10451E+00 -0.14529E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00478985 0.64700453 0.64775576 -0.04478335 -0.20827497 0.13865652 0.64700453 0.80808503 1.19072042 -0.04186277 0.25348753 0.17057132 0.64775576 1.19072042 2.14673177 0.39520025 0.25882054 0.84357769 -0.04478335 -0.04186277 0.39520025 0.37148429 0.13033692 0.25313530 -0.20827497 0.25348753 0.25882054 0.13033692 0.36057719 0.39314258 0.13865652 0.17057132 0.84357769 0.25313530 0.39314258 0.90197766 *** step number: 67 *** Deformation gradient in current step 0.66500000 -0.33500000 -0.33500000 0.33500000 1.33500000 0.33500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2835347794 Kirchhoff stress 0.22295E-01 -0.21369E-01 -0.31906E-01 -0.21369E-01 -0.30508E-01 -0.10313E+00 -0.31906E-01 -0.10313E+00 -0.13956E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99511915 0.64968527 0.63162315 -0.03393715 -0.22265573 0.12993718 0.64968527 0.82237144 1.19461063 -0.03535360 0.24506421 0.17575009 0.63162315 1.19461063 2.10423973 0.37950009 0.22817763 0.83019142 -0.03393715 -0.03535360 0.37950009 0.37345264 0.12153732 0.24494926 -0.22265573 0.24506421 0.22817763 0.12153732 0.34412546 0.37760386 0.12993718 0.17575009 0.83019142 0.24494926 0.37760386 0.90571840 *** step number: 68 *** Deformation gradient in current step 0.66000000 -0.34000000 -0.34000000 0.34000000 1.34000000 0.34000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2841640354 Kirchhoff stress 0.22673E-01 -0.20142E-01 -0.28038E-01 -0.20142E-01 -0.31466E-01 -0.10152E+00 -0.28038E-01 -0.10152E+00 -0.13365E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98013258 0.65221446 0.61572421 -0.02309664 -0.23816457 0.12134023 0.65221446 0.83781186 1.19682427 -0.02959299 0.23603134 0.18024253 0.61572421 1.19682427 2.06068213 0.36324621 0.19804197 0.81472886 -0.02309664 -0.02959299 0.36324621 0.37525182 0.11288250 0.23613809 -0.23816457 0.23603134 0.19804197 0.11288250 0.32789289 0.36150466 0.12134023 0.18024253 0.81472886 0.23613809 0.36150466 0.90780209 *** step number: 69 *** Deformation gradient in current step 0.65500000 -0.34500000 -0.34500000 0.34500000 1.34500000 0.34500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2848104906 Kirchhoff stress 0.23123E-01 -0.18928E-01 -0.24199E-01 -0.18928E-01 -0.32269E-01 -0.99710E-01 -0.24199E-01 -0.99710E-01 -0.12759E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96364283 0.65484133 0.60063447 -0.01254354 -0.25326982 0.11285712 0.65484133 0.85464101 1.19732270 -0.02500814 0.22653648 0.18405879 0.60063447 1.19732270 2.01625220 0.34653100 0.16869507 0.79733492 -0.01254354 -0.02500814 0.34653100 0.37715335 0.10436496 0.22685488 -0.25326982 0.22653648 0.16869507 0.10436496 0.31247623 0.34493465 0.11285712 0.18405879 0.79733492 0.22685488 0.34493465 0.90819484 *** step number: 70 *** Deformation gradient in current step 0.65000000 -0.35000000 -0.35000000 0.35000000 1.35000000 0.35000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2854724956 Kirchhoff stress 0.23640E-01 -0.17736E-01 -0.20407E-01 -0.17736E-01 -0.32909E-01 -0.97697E-01 -0.20407E-01 -0.97697E-01 -0.12140E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94928588 0.65784824 0.58693722 -0.00251982 -0.26647223 0.10448611 0.65784824 0.87304656 1.19610778 -0.02198480 0.21674860 0.18718563 0.58693722 1.19610778 1.97115936 0.32944791 0.14042637 0.77815231 -0.00251982 -0.02198480 0.32944791 0.37945859 0.09598392 0.21727391 -0.26647223 0.21674860 0.14042637 0.09598392 0.29847684 0.32798511 0.10448611 0.18718563 0.77815231 0.21727391 0.32798511 0.90690111 *** step number: 71 *** Deformation gradient in current step 0.64500000 -0.35500000 -0.35500000 0.35500000 1.35500000 0.35500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2861482187 Kirchhoff stress 0.24197E-01 -0.16574E-01 -0.16686E-01 -0.16574E-01 -0.33378E-01 -0.95492E-01 -0.16686E-01 -0.95492E-01 -0.11513E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93966911 0.66147732 0.57508802 0.00675251 -0.27664736 0.09622612 0.66147732 0.89305701 1.19321468 -0.02079702 0.20683326 0.18960730 0.57508802 1.19321468 1.92561045 0.31208996 0.11348279 0.75732255 0.00675251 -0.02079702 0.31208996 0.38242563 0.08773926 0.20756472 -0.27664736 0.20683326 0.11348279 0.08773926 0.28636539 0.31074755 0.09622612 0.18960730 0.75732255 0.20756472 0.31074755 0.90395909 *** step number: 72 *** Deformation gradient in current step 0.64000000 -0.36000000 -0.36000000 0.36000000 1.36000000 0.36000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2868355453 Kirchhoff stress 0.24754E-01 -0.15452E-01 -0.13066E-01 -0.15452E-01 -0.33673E-01 -0.93107E-01 -0.13066E-01 -0.93107E-01 -0.10879E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93599833 0.66587345 0.56534488 0.01506750 -0.28321398 0.08807560 0.66587345 0.91445557 1.18870947 -0.02153871 0.19693227 0.19132816 0.56534488 1.18870947 1.87980158 0.29455080 0.08803859 0.73498814 0.01506750 -0.02153871 0.29455080 0.38620828 0.07963027 0.19787122 -0.28321398 0.19693227 0.08803859 0.07963027 0.27640813 0.29331495 0.08807560 0.19132816 0.73498814 0.19787122 0.29331495 0.89943538 *** step number: 73 *** Deformation gradient in current step 0.63500000 -0.36500000 -0.36500000 0.36500000 1.36500000 0.36500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2875320417 Kirchhoff stress 0.25270E-01 -0.14375E-01 -0.95761E-02 -0.14375E-01 -0.33793E-01 -0.90552E-01 -0.95761E-02 -0.90552E-01 -0.10244E+00 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.93818971 0.67105284 0.55776640 0.02225467 -0.28611447 0.08003715 0.67105284 0.93673132 1.18268523 -0.02407965 0.18715212 0.19239286 0.55776640 1.18268523 1.83390762 0.27692518 0.06419002 0.71129062 0.02225467 -0.02407965 0.27692518 0.39082539 0.07166029 0.18830009 -0.28611447 0.18715212 0.06419002 0.07166029 0.26866581 0.27578229 0.08003715 0.19239286 0.71129062 0.18830009 0.27578229 0.89342175 *** step number: 74 *** Deformation gradient in current step 0.63000000 -0.37000000 -0.37000000 0.37000000 1.37000000 0.37000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2882349789 Kirchhoff stress 0.25707E-01 -0.13350E-01 -0.62452E-02 -0.13350E-01 -0.33739E-01 -0.87836E-01 -0.62452E-02 -0.87836E-01 -0.96085E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.94526643 0.67690583 0.55225741 0.02820527 -0.28567725 0.07212636 0.67690583 0.95914017 1.17526922 -0.02805956 0.17756788 0.19291839 0.55225741 1.17526922 1.78809643 0.25931450 0.04197270 0.68638389 0.02820527 -0.02805956 0.25931450 0.39616491 0.06384573 0.17892498 -0.28567725 0.17756788 0.04197270 0.06384573 0.26304073 0.25825220 0.07212636 0.19291839 0.68638389 0.17892498 0.25825220 0.88604274 *** step number: 75 *** Deformation gradient in current step 0.62500000 -0.37500000 -0.37500000 0.37500000 1.37500000 0.37500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2889413955 Kirchhoff stress 0.26034E-01 -0.12377E-01 -0.30970E-02 -0.12377E-01 -0.33518E-01 -0.84971E-01 -0.30970E-02 -0.84971E-01 -0.89771E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.95583456 0.68322891 0.54863568 0.03289215 -0.28243655 0.06437575 0.68322891 0.98087283 1.16662398 -0.03291991 0.16823081 0.19310674 0.54863568 1.16662398 1.74252646 0.24182565 0.02138339 0.66042895 0.03289215 -0.03291991 0.24182565 0.40201683 0.05621998 0.16979468 -0.28243655 0.16823081 0.02138339 0.05621998 0.25934404 0.24083360 0.06437575 0.19310674 0.66042895 0.16979468 0.24083360 0.87745642 *** step number: 76 *** Deformation gradient in current step 0.62000000 -0.38000000 -0.38000000 0.38000000 1.38000000 0.38000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2896481747 Kirchhoff stress 0.26232E-01 -0.11457E-01 -0.15068E-03 -0.11457E-01 -0.33134E-01 -0.81964E-01 -0.15068E-03 -0.81964E-01 -0.83523E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.96845077 0.68976453 0.54668423 0.03636597 -0.27698313 0.05683350 0.68976453 1.00128267 1.15694519 -0.03797902 0.15917904 0.19325357 0.54668423 1.15694519 1.69735139 0.22456914 0.00240152 0.63359593 0.03636597 -0.03797902 0.22456914 0.40811899 0.04883225 0.16094425 -0.27698313 0.15917904 0.00240152 0.04883225 0.25735393 0.22363970 0.05683350 0.19325357 0.63359593 0.16094425 0.22363970 0.86785717 *** step number: 77 *** Deformation gradient in current step 0.61500000 -0.38500000 -0.38500000 0.38500000 1.38500000 0.38500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2903521130 Kirchhoff stress 0.26290E-01 -0.10586E-01 0.25799E-02 -0.10586E-01 -0.32594E-01 -0.78823E-01 0.25799E-02 -0.78823E-01 -0.77365E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.98187493 0.69625862 0.54619763 0.03874486 -0.26986334 0.04955658 0.69625862 1.02010874 1.14646074 -0.04253110 0.15044389 0.19372938 0.54619763 1.14646074 1.65273110 0.20765431 -0.01499485 0.60606276 0.03874486 -0.04253110 0.20765431 0.41421015 0.04174041 0.15240184 -0.26986334 0.15044389 -0.01499485 0.04174041 0.25685705 0.20678273 0.04955658 0.19372938 0.60606276 0.15240184 0.20678273 0.85746921 *** step number: 78 *** Deformation gradient in current step 0.61000000 -0.39000000 -0.39000000 0.39000000 1.39000000 0.39000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2910499675 Kirchhoff stress 0.26204E-01 -0.97580E-02 0.50852E-02 -0.97580E-02 -0.31903E-01 -0.75553E-01 0.50852E-02 -0.75553E-01 -0.71317E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 0.99515465 0.70248718 0.54699722 0.04018176 -0.26153157 0.04260192 0.70248718 1.03755156 1.13540052 -0.04597000 0.14204503 0.19491528 0.54699722 1.13540052 1.60882232 0.19118067 -0.03082390 0.57800298 0.04018176 -0.04597000 0.19118067 0.42006126 0.03500199 0.14418400 -0.26153157 0.14204503 -0.03082390 0.03500199 0.25766839 0.19036489 0.04260192 0.19491528 0.57800298 0.14418400 0.19036489 0.84652040 *** step number: 79 *** Deformation gradient in current step 0.60500000 -0.39500000 -0.39500000 0.39500000 1.39500000 0.39500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2917384776 Kirchhoff stress 0.25976E-01 -0.89657E-02 0.73589E-02 -0.89657E-02 -0.31058E-01 -0.72157E-01 0.73589E-02 -0.72157E-01 -0.65398E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.00764611 0.70828328 0.54893994 0.04084165 -0.25233476 0.03601705 0.70828328 1.05413800 1.12395307 -0.04789265 0.13397820 0.19708898 0.54893994 1.12395307 1.56577824 0.17522794 -0.04509780 0.54956725 0.04084165 -0.04789265 0.17522794 0.42550134 0.02866433 0.13628362 -0.25233476 0.13397820 -0.04509780 0.02866433 0.25963954 0.17446801 0.03601705 0.19708898 0.54956725 0.13628362 0.17446801 0.83519740 *** step number: 80 *** Deformation gradient in current step 0.60000000 -0.40000000 -0.40000000 0.40000000 1.40000000 0.40000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2924143718 Kirchhoff stress 0.25609E-01 -0.82013E-02 0.93976E-02 -0.82013E-02 -0.30055E-01 -0.68638E-01 0.93976E-02 -0.68638E-01 -0.59625E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.01897051 0.71354113 0.55191573 0.04088129 -0.24252149 0.02983507 0.71354113 1.07033814 1.11220569 -0.04817765 0.12619883 0.20026905 0.55191573 1.11220569 1.52373144 0.15984816 -0.05782675 0.52086049 0.04088129 -0.04817765 0.15984816 0.43042072 0.02275917 0.12865357 -0.24252149 0.12619883 -0.05782675 0.02275917 0.26265588 0.15914524 0.02983507 0.20026905 0.52086049 0.12865357 0.15914524 0.82358452 *** step number: 81 *** Deformation gradient in current step 0.59500000 -0.40500000 -0.40500000 0.40500000 1.40500000 0.40500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2930743756 Kirchhoff stress 0.25111E-01 -0.74586E-02 0.11199E-01 -0.74586E-02 -0.28885E-01 -0.64998E-01 0.11199E-01 -0.64998E-01 -0.54013E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.02897911 0.71823869 0.55586889 0.04043559 -0.23225919 0.02407441 0.71823869 1.08612880 1.10012444 -0.04700511 0.11861413 0.20408007 0.55586889 1.10012444 1.48282068 0.14506327 -0.06902108 0.49192871 0.04043559 -0.04700511 0.14506327 0.43476644 0.01730132 0.12119904 -0.23225919 0.11861413 -0.06902108 0.01730132 0.26663137 0.14441854 0.02407441 0.20408007 0.49192871 0.12119904 0.14441854 0.81161610 *** step number: 82 *** Deformation gradient in current step 0.59000000 -0.41000000 -0.41000000 0.41000000 1.41000000 0.41000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2937152450 Kirchhoff stress 0.24491E-01 -0.67342E-02 0.12762E-01 -0.67342E-02 -0.27549E-01 -0.61247E-01 0.12762E-01 -0.61247E-01 -0.48578E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.03758048 0.72231482 0.56067102 0.03961845 -0.22165135 0.01873957 0.72231482 1.10055499 1.08741587 -0.04480084 0.11109289 0.20769965 0.56067102 1.08741587 1.44305820 0.13086927 -0.07869093 0.46274943 0.03961845 -0.04480084 0.13086927 0.43853856 0.01229224 0.11378629 -0.22165135 0.11109289 -0.07869093 0.01229224 0.27150350 0.13028318 0.01873957 0.20769965 0.46274943 0.11378629 0.13028318 0.79905950 *** step number: 83 *** Deformation gradient in current step 0.58500000 -0.41500000 -0.41500000 0.41500000 1.41500000 0.41500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2943338367 Kirchhoff stress 0.23755E-01 -0.60280E-02 0.14085E-01 -0.60280E-02 -0.26053E-01 -0.57398E-01 0.14085E-01 -0.57398E-01 -0.43337E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.04488269 0.72586513 0.56632474 0.03851899 -0.21075742 0.01383319 0.72586513 1.11201505 1.07378616 -0.04211278 0.10349518 0.20997841 0.56632474 1.07378616 1.40455872 0.11725118 -0.08684509 0.43326210 0.03851899 -0.04211278 0.11725118 0.44178162 0.00772749 0.10627425 -0.21075742 0.10349518 -0.08684509 0.00772749 0.27722825 0.11672255 0.01383319 0.20997841 0.43326210 0.10627425 0.11672255 0.78556640 *** step number: 84 *** Deformation gradient in current step 0.58000000 -0.42000000 -0.42000000 0.42000000 1.42000000 0.42000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2949272139 Kirchhoff stress 0.22913E-01 -0.53438E-02 0.15165E-01 -0.53438E-02 -0.24423E-01 -0.53472E-01 0.15165E-01 -0.53472E-01 -0.38309E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05100657 0.72898466 0.57280391 0.03720767 -0.19960494 0.00935873 0.72898466 1.11864028 1.05888514 -0.03945022 0.09571661 0.20970546 0.57280391 1.05888514 1.36738404 0.10419989 -0.09348603 0.40340094 0.03720767 -0.03945022 0.10419989 0.44458180 0.00360407 0.09855746 -0.19960494 0.09571661 -0.09348603 0.00360407 0.28377677 0.10372597 0.00935873 0.20970546 0.40340094 0.09855746 0.10372597 0.77077464 *** step number: 85 *** Deformation gradient in current step 0.57500000 -0.42500000 -0.42500000 0.42500000 1.42500000 0.42500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2954927616 Kirchhoff stress 0.21973E-01 -0.46876E-02 0.16003E-01 -0.46876E-02 -0.22696E-01 -0.49501E-01 0.16003E-01 -0.49501E-01 -0.33515E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.05609217 0.73179840 0.58009292 0.03573691 -0.18820243 0.00532518 0.73179840 1.11910921 1.04247067 -0.03714892 0.08772406 0.20593782 0.58009292 1.04247067 1.33160993 0.09172674 -0.09860695 0.37314131 0.03573691 -0.03714892 0.09172674 0.44705703 -0.00007498 0.09060222 -0.18820243 0.08772406 -0.09860695 -0.00007498 0.29113141 0.09130350 0.00532518 0.20593782 0.37314131 0.09060222 0.09130350 0.75443185 *** step number: 86 *** Deformation gradient in current step 0.57000000 -0.43000000 -0.43000000 0.43000000 1.43000000 0.43000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2960282803 Kirchhoff stress 0.20942E-01 -0.40665E-02 0.16596E-01 -0.40665E-02 -0.20922E-01 -0.45517E-01 0.16596E-01 -0.45517E-01 -0.28975E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06028684 0.73444750 0.58818413 0.03414630 -0.17654600 0.00174608 0.73444750 1.11327728 1.02449719 -0.03530853 0.07956776 0.19824984 0.58818413 1.02449719 1.29733981 0.07986888 -0.10219012 0.34253599 0.03414630 -0.03530853 0.07986888 0.44934514 -0.00330060 0.08245867 -0.17654600 0.07956776 -0.10219012 -0.00330060 0.29928345 0.07949167 0.00174608 0.19824984 0.34253599 0.08245867 0.07949167 0.73648630 *** step number: 87 *** Deformation gradient in current step 0.56500000 -0.43500000 -0.43500000 0.43500000 1.43500000 0.43500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2965320187 Kirchhoff stress 0.19827E-01 -0.34863E-02 0.16943E-01 -0.34863E-02 -0.19146E-01 -0.41556E-01 0.16943E-01 -0.41556E-01 -0.24713E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06458172 0.73707801 0.59774239 0.03236112 -0.16387037 -0.00145142 0.73707801 1.10234948 1.00513163 -0.03382765 0.07137328 0.18677842 0.59774239 1.00513163 1.26522343 0.06860523 -0.10361932 0.31164304 0.03236112 -0.03382765 0.06860523 0.45159335 -0.00614819 0.07425240 -0.16387037 0.07137328 -0.10361932 -0.00614819 0.30889700 0.06826949 -0.00145142 0.18677842 0.31164304 0.07425240 0.06826949 0.71710400 *** step number: 88 *** Deformation gradient in current step 0.56000000 -0.44000000 -0.44000000 0.44000000 1.44000000 0.44000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2970025836 Kirchhoff stress 0.18624E-01 -0.29504E-02 0.17032E-01 -0.29504E-02 -0.17409E-01 -0.37649E-01 0.17032E-01 -0.37649E-01 -0.20758E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06970294 0.73996056 0.60931208 0.03036649 -0.14974771 -0.00428147 0.73996056 1.08861118 0.98482989 -0.03249123 0.06328970 0.17215552 0.60931208 0.98482989 1.23590873 0.05797250 -0.10250354 0.28063311 0.03036649 -0.03249123 0.05797250 0.45392294 -0.00863480 0.06613320 -0.14974771 0.06328970 -0.10250354 -0.00863480 0.32035911 0.05767428 -0.00428147 0.17215552 0.28063311 0.06613320 0.05767428 0.69658922 *** step number: 89 *** Deformation gradient in current step 0.55500000 -0.44500000 -0.44500000 0.44500000 1.44500000 0.44500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2974388282 Kirchhoff stress 0.17330E-01 -0.24604E-02 0.16858E-01 -0.24604E-02 -0.15738E-01 -0.33824E-01 0.16858E-01 -0.33824E-01 -0.17135E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07508814 0.74286810 0.62233975 0.02823223 -0.13446536 -0.00668596 0.74286810 1.07360838 0.96355572 -0.03109308 0.05546871 0.15551701 0.62233975 0.96355572 1.20908669 0.04807493 -0.09900621 0.24980160 0.02823223 -0.03109308 0.04807493 0.45641805 -0.01069653 0.05824842 -0.13446536 0.05546871 -0.09900621 -0.01069653 0.33342115 0.04781165 -0.00668596 0.15551701 0.24980160 0.05824842 0.04781165 0.67521892 *** step number: 90 *** Deformation gradient in current step 0.55000000 -0.45000000 -0.45000000 0.45000000 1.45000000 0.45000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2978397894 Kirchhoff stress 0.15946E-01 -0.20167E-02 0.16416E-01 -0.20167E-02 -0.14143E-01 -0.30100E-01 0.16416E-01 -0.30100E-01 -0.13864E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08057385 0.74600565 0.63667454 0.02601555 -0.11836780 -0.00861083 0.74600565 1.06006770 0.94183006 -0.02943796 0.04802125 0.13779101 0.63667454 0.94183006 1.18488020 0.03900844 -0.09335877 0.21943334 0.02601555 -0.02943796 0.03900844 0.45914219 -0.01227989 0.05070880 -0.11836780 0.04802125 -0.09335877 -0.01227989 0.34777767 0.03877834 -0.00861083 0.13779101 0.21943334 0.05070880 0.03877834 0.65337122 *** step number: 91 *** Deformation gradient in current step 0.54500000 -0.45500000 -0.45500000 0.45500000 1.45500000 0.45500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2982046235 Kirchhoff stress 0.14478E-01 -0.16191E-02 0.15709E-01 -0.16191E-02 -0.12622E-01 -0.26494E-01 0.15709E-01 -0.26494E-01 -0.10959E-01 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08573423 0.74927392 0.65192925 0.02370561 -0.10187830 -0.01001394 0.74927392 1.04969974 0.92002259 -0.02769568 0.04102622 0.11976181 0.65192925 0.92002259 1.16319382 0.03085437 -0.08588184 0.18980945 0.02370561 -0.02769568 0.03085437 0.46200473 -0.01334057 0.04359116 -0.10187830 0.04102622 -0.08588184 -0.01334057 0.36303834 0.03065647 -0.01001394 0.11976181 0.18980945 0.04359116 0.03065647 0.63142482 *** step number: 92 *** Deformation gradient in current step 0.54000000 -0.46000000 -0.46000000 0.46000000 1.46000000 0.46000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2985325664 Kirchhoff stress 0.12933E-01 -0.12681E-02 0.14742E-01 -0.12681E-02 -0.11163E-01 -0.23015E-01 0.14742E-01 -0.23015E-01 -0.84266E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09004149 0.75237411 0.66761971 0.02132523 -0.08550999 -0.01086344 0.75237411 1.04194232 0.89848192 -0.02570092 0.03453377 0.10210148 0.66761971 0.89848192 1.14384903 0.02367682 -0.07700255 0.16121851 0.02132523 -0.02570092 0.02367682 0.46471436 -0.01384454 0.03694336 -0.08550999 0.03453377 -0.07700255 -0.01384454 0.37871584 0.02351045 -0.01086344 0.10210148 0.16121851 0.03694336 0.02351045 0.60973638 *** step number: 93 *** Deformation gradient in current step 0.53500000 -0.46500000 -0.46500000 0.46500000 1.46500000 0.46500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2988229411 Kirchhoff stress 0.11324E-01 -0.96245E-03 0.13529E-01 -0.96245E-03 -0.97535E-02 -0.19670E-01 0.13529E-01 -0.19670E-01 -0.62658E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09294607 0.75520008 0.68318591 0.01892804 -0.06983859 -0.01114240 0.75520008 1.03731857 0.87755651 -0.02320459 0.02857140 0.08540630 0.68318591 0.87755651 1.12660726 0.01751830 -0.06723916 0.13396412 0.01892804 -0.02320459 0.01751830 0.46717132 -0.01377300 0.03079080 -0.06983859 0.02857140 -0.06723916 -0.01377300 0.39424772 0.01738288 -0.01114240 0.08540630 0.13396412 0.03079080 0.01738288 0.58866132 *** step number: 94 *** Deformation gradient in current step 0.53000000 -0.47000000 -0.47000000 0.47000000 1.47000000 0.47000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2990751600 Kirchhoff stress 0.96710E-02 -0.70057E-03 0.12089E-01 -0.70057E-03 -0.83724E-02 -0.16461E-01 0.12089E-01 -0.16461E-01 -0.44658E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09393637 0.75772296 0.69805753 0.01652336 -0.05542899 -0.01085508 0.75772296 1.03688451 0.85760032 -0.02025764 0.02314647 0.07020233 0.69805753 0.85760032 1.11121651 0.01239265 -0.05714437 0.10836225 0.01652336 -0.02025764 0.01239265 0.46935308 -0.01312866 0.02513951 -0.05542899 0.02314647 -0.05714437 -0.01312866 0.40906296 0.01228726 -0.01085508 0.07020233 0.10836225 0.02513951 0.01228726 0.56856043 *** step number: 95 *** Deformation gradient in current step 0.52500000 -0.47500000 -0.47500000 0.47500000 1.47500000 0.47500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2992887287 Kirchhoff stress 0.79946E-02 -0.48153E-03 0.10444E-01 -0.48153E-03 -0.69993E-02 -0.13386E-01 0.10444E-01 -0.13386E-01 -0.30085E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.09264831 0.75990980 0.71176345 0.01409203 -0.04271884 -0.01003295 0.75990980 1.03820936 0.83859168 -0.01706544 0.01820933 0.05584230 0.71176345 0.83859168 1.09746274 0.00826450 -0.04720802 0.08460006 0.01409203 -0.01706544 0.00826450 0.47123285 -0.01194214 0.01993977 -0.04271884 0.01820933 -0.04720802 -0.01194214 0.42269252 0.00818743 -0.01003295 0.05584230 0.08460006 0.01993977 0.00818743 0.54941833 *** step number: 96 *** Deformation gradient in current step 0.52000000 -0.48000000 -0.48000000 0.48000000 1.48000000 0.48000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2994633435 Kirchhoff stress 0.63194E-02 -0.30488E-03 0.86216E-02 -0.30488E-03 -0.56288E-02 -0.10449E-01 0.86216E-02 -0.10449E-01 -0.18710E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08899548 0.76173968 0.72405840 0.01159440 -0.03189374 -0.00872996 0.76173968 1.04024571 0.82070581 -0.01372633 0.01373890 0.04219610 0.72405840 0.82070581 1.08532421 0.00507677 -0.03772505 0.06291310 0.01159440 -0.01372633 0.00507677 0.47279562 -0.01026746 0.01517230 -0.03189374 0.01373890 -0.03772505 -0.01026746 0.43489656 0.00502520 -0.00872996 0.04219610 0.06291310 0.01517230 0.00502520 0.53141579 *** step number: 97 *** Deformation gradient in current step 0.51500000 -0.48500000 -0.48500000 0.48500000 1.48500000 0.48500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2995989297 Kirchhoff stress 0.46680E-02 -0.16976E-03 0.66472E-02 -0.16976E-03 -0.42545E-02 -0.76489E-02 0.66472E-02 -0.76489E-02 -0.10264E-02 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.08324560 0.76319312 0.73501978 0.00897584 -0.02279837 -0.00701588 0.76319312 1.04330377 0.80426963 -0.01028613 0.00972099 0.02960612 0.73501978 0.80426963 1.07505186 0.00274915 -0.02869480 0.04355220 0.00897584 -0.01028613 0.00274915 0.47402911 -0.00817489 0.01082677 -0.02279837 0.00972099 -0.02869480 -0.00817489 0.44576143 0.00271909 -0.00701588 0.02960612 0.04355220 0.01082677 0.00271909 0.51488621 *** step number: 98 *** Deformation gradient in current step 0.51000000 -0.49000000 -0.49000000 0.49000000 1.49000000 0.49000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2996955807 Kirchhoff stress 0.30587E-02 -0.74808E-04 0.45432E-02 -0.74808E-04 -0.28665E-02 -0.49794E-02 0.45432E-02 -0.49794E-02 -0.44730E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.07599675 0.76424953 0.74505984 0.00618446 -0.01494136 -0.00496056 0.76424953 1.04762972 0.78951799 -0.00680517 0.00612331 0.01833992 0.74505984 0.78951799 1.06710289 0.00118442 -0.01979782 0.02666044 0.00618446 -0.00680517 0.00118442 0.47492071 -0.00573547 0.00687647 -0.01494136 0.00612331 -0.01979782 -0.00573547 0.45571086 0.00117071 -0.00496056 0.01833992 0.02666044 0.00687647 0.00117071 0.50007113 *** step number: 99 *** Deformation gradient in current step 0.50500000 -0.49500000 -0.49500000 0.49500000 1.49500000 0.49500000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997534678 Kirchhoff stress 0.15020E-02 -0.18597E-04 0.23251E-02 -0.18597E-04 -0.14526E-02 -0.24327E-02 0.23251E-02 -0.24327E-02 -0.11044E-03 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06806315 0.76489175 0.75483934 0.00319136 -0.00760111 -0.00261538 0.76489175 1.05333090 0.77652032 -0.00335252 0.00289971 0.00851197 0.75483934 0.77652032 1.06202867 0.00029010 -0.01046149 0.01222015 0.00319136 -0.00335252 0.00029010 0.47546056 -0.00300277 0.00328197 -0.00760111 0.00289971 -0.01046149 -0.00300277 0.46541770 0.00028662 -0.00261538 0.00851197 0.01222015 0.00328197 0.00028662 0.48704525 *** step number: 100 *** Deformation gradient in current step 0.50000000 -0.50000000 -0.50000000 0.50000000 1.50000000 0.50000000 0.00000000 0.00000000 1.00000000 energy density (per reference volume) = -0.2997727435 Kirchhoff stress 0.29236E-08 -0.38712E-15 0.28284E-15 -0.38741E-15 0.29236E-08 0.19263E-15 0.28724E-15 0.18852E-15 0.29236E-08 spatial elastic stiffness matrix (11 22 33 12 13 23 convention) 1.06028031 0.76510724 0.76510724 0.00000000 -0.00000000 0.00000000 0.76510724 1.06028031 0.76510724 0.00000000 0.00000000 -0.00000000 0.76510724 0.76510724 1.06028031 -0.00000000 -0.00000000 -0.00000000 0.00000000 0.00000000 -0.00000000 0.47564130 0.00000000 0.00000000 -0.00000000 0.00000000 -0.00000000 0.00000000 0.47564130 -0.00000000 0.00000000 -0.00000000 -0.00000000 0.00000000 -0.00000000 0.47564130 * CB-KIM calculation successfully completed