=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 5 . 0 . 8514 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2015 - All rights reserved This is the NON-COMMERCIAL version of FEBio. This version may only be used for non-commercial purposes as described in the license agreement. To obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : Half.feb Plot file : Half.xplt Log file : Half.log MESH INFO =========================================================================== Number of materials ............................ : 2 Number of domains .............................. : 2 Number of nodes ................................ : 320 Number of solid elements ....................... : 292 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Plane strain mode .............................. : no Number of timesteps ............................ : 100 Time step size ................................. : 0.02 Auto time stepper activated .................... : no Number of loadcurves ........................... : 2 Number of displacement boundary conditions ..... : 0 Number of concentrated nodal forces ............ : 0 Max nr of stiffness reformations ............... : 15 per time steps Max nr of Quasi-Newton iterations .............. : 10 between stiffness matrix reformations Linesearch convergence tolerance ............... : 0.9 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 0.01 Displacement convergence tolerance ............. : 0.001 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0 Minimal residual value ......................... : 1e-20 OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) MATERIAL DATA =========================================================================== 1 - Skin (type: neo-Hookean) density ........................................... : 1e-09 E ................................................. : 5 v ................................................. : 0.2 --------------------------------------------------------------------------- 2 - Rigid (type: rigid body) density ........................................... : 7e-09 density ........................................... : 7e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 2 center of mass : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: facet-to-facet sliding penalty ........................................... : 10 auto_penalty ...................................... : 0 laugon ............................................ : 1 tolerance ......................................... : 0.2 two_pass .......................................... : 0 gaptol ............................................ : 0 minaug ............................................ : 0 maxaug ............................................ : 10 knmult ............................................ : 1 search_tol ........................................ : 0.01 search_radius ..................................... : 1 dxtol ............................................. : 0 fric_coeff ........................................ : 0 fric_penalty ...................................... : 0 seg_up ............................................ : 0 node_reloc ........................................ : 0 LOADCURVE DATA =========================================================================== 1 0 0 1 1 --------------------------------------------------------------------------- 2 0 0.02 0.02 0.02 0.04 0.02 0.06 0.02 0.08 0.02 0.1 0.02 0.12 0.02 0.14 0.02 0.16 0.02 0.18 0.02 0.2 0.02 0.22 0.02 0.24 0.02 0.26 0.02 0.28 0.02 0.3 0.02 0.32 0.02 0.34 0.02 0.36 0.02 0.38 0.02 0.4 0.02 0.42 0.02 0.44 0.02 0.46 0.02 0.48 0.02 0.5 0.02 0.52 0.02 0.54 0.02 0.56 0.02 0.58 0.02 0.6 0.02 0.62 0.02 0.64 0.02 0.66 0.02 0.68 0.02 0.7 0.02 0.72 0.02 0.74 0.02 0.76 0.02 0.78 0.02 0.8 0.02 0.82 0.02 0.84 0.02 0.86 0.02 0.88 0.02 0.9 0.02 0.92 0.02 0.94 0.02 0.96 0.02 0.98 0.02 1 0.02 LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : symmetric ===== beginning time step 1 : 0.02 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 6.674634e-26 9.233030e+02 0.000000e+00 energy 1.176745e-27 1.506236e-14 1.176745e-29 displacement 4.320379e-29 1.080095e-29 1.080095e-35 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 2 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.233030e+02 2.111747e-04 0.000000e+00 energy 1.506236e-14 9.418706e-04 1.506236e-16 displacement 4.320379e-29 8.331533e-03 8.331533e-09 ************************************************************************* * WARNING * * * * Problem is diverging. Stiffness matrix will now be reformed * ************************************************************************* Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 3 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.111747e-04 6.071995e-16 0.000000e+00 energy 9.418706e-04 3.745276e-13 9.418706e-06 displacement 4.320379e-29 1.442741e-08 8.326232e-09 4 Nonlinear solution status: time= 0.02 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.111747e-04 4.384758e-25 0.000000e+00 energy 9.418706e-04 1.847276e-23 9.418706e-06 displacement 4.320379e-29 2.951488e-19 8.326232e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.000000e+00 2.000000e-01 gap function : 1.020697e-02 *** 5 Nonlinear solution status: time= 0.02 stiffness updates = 1 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.111747e-04 1.377358e-07 0.000000e+00 energy 9.418706e-04 3.853021e-06 9.418706e-06 displacement 4.320379e-29 2.098811e-04 1.117808e-08 6 Nonlinear solution status: time= 0.02 stiffness updates = 2 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.111747e-04 1.370008e-14 0.000000e+00 energy 9.418706e-04 1.976498e-13 9.418706e-06 displacement 4.320379e-29 9.012705e-12 1.117792e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.394979e-01 2.000000e-01 gap function : 1.698845e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.02 ===== beginning time step 2 : 0.04 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 8.415989e+01 0.000000e+00 energy 5.878577e+00 1.087022e+00 5.878577e-02 displacement 2.019281e-02 2.019281e-02 2.019281e-08 2 Nonlinear solution status: time= 0.04 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 0.372367 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 7.875876e+01 0.000000e+00 energy 5.878577e+00 5.001515e-01 5.878577e-02 displacement 2.019281e-02 1.065691e-02 4.949253e-08 3 Nonlinear solution status: time= 0.04 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 8.023013e+00 0.000000e+00 energy 5.878577e+00 8.301612e-02 5.878577e-02 displacement 2.019281e-02 1.183643e-03 3.598140e-08 4 Nonlinear solution status: time= 0.04 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 0.581415 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 5.705684e-01 0.000000e+00 energy 5.878577e+00 9.762438e-03 5.878577e-02 displacement 2.019281e-02 3.478052e-04 3.048728e-08 5 Nonlinear solution status: time= 0.04 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.037634e-01 0.000000e+00 energy 5.878577e+00 1.138922e-03 5.878577e-02 displacement 2.019281e-02 3.128087e-05 3.131597e-08 6 Nonlinear solution status: time= 0.04 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.631702 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 2.793704e-02 0.000000e+00 energy 5.878577e+00 1.492672e-04 5.878577e-02 displacement 2.019281e-02 7.085531e-06 3.158390e-08 7 Nonlinear solution status: time= 0.04 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 4.639171e-03 0.000000e+00 energy 5.878577e+00 6.861574e-05 5.878577e-02 displacement 2.019281e-02 1.936641e-06 3.139165e-08 8 Nonlinear solution status: time= 0.04 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.939344e-03 0.000000e+00 energy 5.878577e+00 1.729045e-05 5.878577e-02 displacement 2.019281e-02 4.950562e-07 3.133216e-08 9 Nonlinear solution status: time= 0.04 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.054587e-04 0.000000e+00 energy 5.878577e+00 1.692468e-06 5.878577e-02 displacement 2.019281e-02 8.082833e-08 3.139881e-08 10 Nonlinear solution status: time= 0.04 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 2.441977e-06 0.000000e+00 energy 5.878577e+00 7.480177e-08 5.878577e-02 displacement 2.019281e-02 5.321813e-09 3.138642e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 5.904316e-01 2.000000e-01 gap function : 8.988831e-03 *** 11 Nonlinear solution status: time= 0.04 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 1.306723e+00 0.000000e+00 energy 5.878577e+00 1.516874e-03 5.878577e-02 displacement 2.019281e-02 4.630213e-04 3.877821e-08 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #0 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 12 Nonlinear solution status: time= 0.04 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 3.482050e-04 0.000000e+00 energy 5.878577e+00 1.667751e-05 5.878577e-02 displacement 2.019281e-02 6.454846e-05 3.806002e-08 13 Nonlinear solution status: time= 0.04 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.241078e+03 2.271310e-05 0.000000e+00 energy 5.878577e+00 5.134617e-07 5.878577e-02 displacement 2.019281e-02 1.726146e-08 3.807910e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.732565e-02 2.000000e-01 gap function : 1.792125e-03 *** convergence summary number of iterations : 13 number of reformations : 0 ------- converged at time : 0.04 ===== beginning time step 3 : 0.06 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494983e+03 3.092272e+00 0.000000e+00 energy 1.682699e+01 2.674626e-01 1.682699e-01 displacement 7.009647e-02 7.009647e-02 7.009647e-08 2 Nonlinear solution status: time= 0.06 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494983e+03 5.393798e-01 0.000000e+00 energy 1.682699e+01 9.874658e-03 1.682699e-01 displacement 7.009647e-02 2.999550e-04 7.458116e-08 3 Nonlinear solution status: time= 0.06 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494983e+03 8.550304e-07 0.000000e+00 energy 1.682699e+01 8.547817e-09 1.682699e-01 displacement 7.009647e-02 2.335366e-05 7.314856e-08 4 Nonlinear solution status: time= 0.06 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494983e+03 1.316040e-10 0.000000e+00 energy 1.682699e+01 2.824573e-11 1.682699e-01 displacement 7.009647e-02 1.072966e-11 7.314756e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.076613e-01 2.000000e-01 gap function : 1.352070e-02 *** 5 Nonlinear solution status: time= 0.06 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494983e+03 1.016301e-02 0.000000e+00 energy 1.682699e+01 1.977819e-03 1.682699e-01 displacement 7.009647e-02 1.899999e-03 9.728099e-08 6 Nonlinear solution status: time= 0.06 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494983e+03 6.798525e-08 0.000000e+00 energy 1.682699e+01 6.645591e-08 1.682699e-01 displacement 7.009647e-02 1.280616e-07 9.740248e-08 7 Nonlinear solution status: time= 0.06 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.494983e+03 3.476829e-13 0.000000e+00 energy 1.682699e+01 5.902246e-13 1.682699e-01 displacement 7.009647e-02 4.432642e-12 9.740232e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.569612e-02 2.000000e-01 gap function : 4.108665e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.06 ===== beginning time step 4 : 0.08 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.08 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.719273e-03 0.000000e+00 energy 1.849717e+01 1.033290e-02 1.849717e-01 displacement 7.306107e-02 7.306107e-02 7.306107e-08 2 Nonlinear solution status: time= 0.08 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.638322e-08 0.000000e+00 energy 1.849717e+01 3.851985e-08 1.849717e-01 displacement 7.306107e-02 4.699572e-07 7.297263e-08 3 Nonlinear solution status: time= 0.08 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.115777e-12 0.000000e+00 energy 1.849717e+01 1.223649e-12 1.849717e-01 displacement 7.306107e-02 2.898183e-11 7.297299e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.632314e-01 2.000000e-01 gap function : 1.643396e-02 *** 4 Nonlinear solution status: time= 0.08 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 7.176852e-04 0.000000e+00 energy 1.849717e+01 5.606227e-04 1.849717e-01 displacement 7.306107e-02 3.131305e-03 1.032955e-07 5 Nonlinear solution status: time= 0.08 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 6.316350e-09 0.000000e+00 energy 1.849717e+01 5.988962e-09 1.849717e-01 displacement 7.306107e-02 2.022212e-07 1.033466e-07 6 Nonlinear solution status: time= 0.08 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 7.163960e-14 0.000000e+00 energy 1.849717e+01 6.449228e-14 1.849717e-01 displacement 7.306107e-02 2.428259e-12 1.033467e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.769312e-02 2.000000e-01 gap function : 5.730570e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.08 ===== beginning time step 5 : 0.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 8.157436e+01 0.000000e+00 energy 1.847343e+01 1.982519e+00 1.847343e-01 displacement 7.284196e-02 7.284196e-02 7.284196e-08 2 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.579937 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 5.219933e+01 0.000000e+00 energy 1.847343e+01 4.162698e-01 1.847343e-01 displacement 7.284196e-02 1.276994e-02 1.166825e-07 3 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 3.691474e+00 0.000000e+00 energy 1.847343e+01 4.773983e-02 1.847343e-01 displacement 7.284196e-02 1.921871e-03 9.527045e-08 4 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.589594 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.897695e-01 0.000000e+00 energy 1.847343e+01 4.876453e-03 1.847343e-01 displacement 7.284196e-02 3.052786e-04 9.026279e-08 5 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.668503e-02 0.000000e+00 energy 1.847343e+01 1.627019e-04 1.847343e-01 displacement 7.284196e-02 1.883503e-05 9.081142e-08 6 Nonlinear solution status: time= 0.1 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.591002 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 3.002523e-03 0.000000e+00 energy 1.847343e+01 2.154576e-05 1.847343e-01 displacement 7.284196e-02 1.559099e-06 9.093251e-08 7 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 2.387478e-04 0.000000e+00 energy 1.847343e+01 3.628506e-06 1.847343e-01 displacement 7.284196e-02 3.064378e-07 9.094075e-08 8 Nonlinear solution status: time= 0.1 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 5.486852e-05 0.000000e+00 energy 1.847343e+01 4.702474e-07 1.847343e-01 displacement 7.284196e-02 3.816275e-08 9.091918e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.466091e-01 2.000000e-01 gap function : 1.028677e-02 *** 9 Nonlinear solution status: time= 0.1 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.608280e+00 0.000000e+00 energy 1.847343e+01 3.255467e-02 1.847343e-01 displacement 7.284196e-02 1.460694e-03 1.106746e-07 10 Nonlinear solution status: time= 0.1 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.798195e-01 0.000000e+00 energy 1.847343e+01 1.463142e-03 1.847343e-01 displacement 7.284196e-02 1.665813e-04 1.079209e-07 11 Nonlinear solution status: time= 0.1 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 1.273229e-01 0.000000e+00 energy 1.847343e+01 8.695742e-04 1.847343e-01 displacement 7.284196e-02 3.406463e-05 1.074813e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #0 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 12 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 3.399640e-12 0.000000e+00 energy 1.847343e+01 7.471273e-10 1.847343e-01 displacement 7.284196e-02 7.896957e-06 1.078401e-07 13 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.329985e+03 4.201700e-21 0.000000e+00 energy 1.847343e+01 5.972655e-19 1.847343e-01 displacement 7.284196e-02 1.088173e-15 1.078401e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.321628e-02 2.000000e-01 gap function : 7.160290e-03 *** convergence summary number of iterations : 13 number of reformations : 0 ------- converged at time : 0.1 ===== beginning time step 6 : 0.12 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.12 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 1.277757e+01 0.000000e+00 energy 3.931670e+01 8.077689e-01 3.931670e-01 displacement 1.346196e-01 1.346196e-01 1.346196e-07 2 Nonlinear solution status: time= 0.12 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.607754 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 8.148572e+00 0.000000e+00 energy 3.931670e+01 2.136237e-01 3.931670e-01 displacement 1.346196e-01 1.485691e-02 1.863207e-07 3 Nonlinear solution status: time= 0.12 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 1.979721e+00 0.000000e+00 energy 3.931670e+01 5.037555e-02 3.931670e-01 displacement 1.346196e-01 2.193154e-03 1.618047e-07 4 Nonlinear solution status: time= 0.12 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.459164 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 1.185521e-01 0.000000e+00 energy 3.931670e+01 1.177020e-04 3.931670e-01 displacement 1.346196e-01 1.194857e-03 1.477761e-07 5 Nonlinear solution status: time= 0.12 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.600960 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 2.946455e-02 0.000000e+00 energy 3.931670e+01 3.237298e-04 3.931670e-01 displacement 1.346196e-01 2.248747e-05 1.474187e-07 6 Nonlinear solution status: time= 0.12 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.612400 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 4.567102e-03 0.000000e+00 energy 3.931670e+01 5.827006e-05 3.931670e-01 displacement 1.346196e-01 4.553098e-06 1.480652e-07 7 Nonlinear solution status: time= 0.12 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 0.551135 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 1.700455e-03 0.000000e+00 energy 3.931670e+01 1.511053e-05 3.931670e-01 displacement 1.346196e-01 8.434929e-07 1.481837e-07 8 Nonlinear solution status: time= 0.12 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 9.751389e-04 0.000000e+00 energy 3.931670e+01 1.449752e-05 3.931670e-01 displacement 1.346196e-01 5.636085e-07 1.479803e-07 9 Nonlinear solution status: time= 0.12 stiffness updates = 8 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 0.579712 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 3.171179e-04 0.000000e+00 energy 3.931670e+01 2.263647e-06 3.931670e-01 displacement 1.346196e-01 1.486548e-07 1.479737e-07 10 Nonlinear solution status: time= 0.12 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.742714e+04 7.608749e-05 0.000000e+00 energy 3.931670e+01 2.063259e-06 3.931670e-01 displacement 1.346196e-01 1.074152e-07 1.480611e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.653112e-01 2.000000e-01 gap function : 7.740375e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.12 ===== beginning time step 7 : 0.14 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 1.895678e+00 0.000000e+00 energy 5.653253e+01 4.082825e-01 5.653253e-01 displacement 2.461355e-01 2.461355e-01 2.461355e-07 2 Nonlinear solution status: time= 0.14 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.616505 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 7.233010e-01 0.000000e+00 energy 5.653253e+01 2.357014e-02 5.653253e-01 displacement 2.461355e-01 1.100093e-03 2.578375e-07 3 Nonlinear solution status: time= 0.14 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 2.571704e-01 0.000000e+00 energy 5.653253e+01 5.635920e-03 5.653253e-01 displacement 2.461355e-01 1.630582e-04 2.536195e-07 4 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.453920 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 6.968027e-02 0.000000e+00 energy 5.653253e+01 2.165779e-03 5.653253e-01 displacement 2.461355e-01 8.847718e-05 2.504940e-07 5 Nonlinear solution status: time= 0.14 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 1.862947e-03 0.000000e+00 energy 5.653253e+01 1.214452e-04 5.653253e-01 displacement 2.461355e-01 1.046428e-05 2.514862e-07 6 Nonlinear solution status: time= 0.14 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 2.077555e-04 0.000000e+00 energy 5.653253e+01 2.591617e-06 5.653253e-01 displacement 2.461355e-01 2.483369e-07 2.513540e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.610244e-01 2.000000e-01 gap function : 1.280763e-02 *** 7 Nonlinear solution status: time= 0.14 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 8.676777e-01 0.000000e+00 energy 5.653253e+01 3.179537e-02 5.653253e-01 displacement 2.461355e-01 4.152203e-03 3.141484e-07 8 Nonlinear solution status: time= 0.14 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 8.308792e-02 0.000000e+00 energy 5.653253e+01 1.257068e-03 5.653253e-01 displacement 2.461355e-01 3.678594e-05 3.126647e-07 9 Nonlinear solution status: time= 0.14 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 5.043578e-02 0.000000e+00 energy 5.653253e+01 5.643675e-04 5.653253e-01 displacement 2.461355e-01 2.642752e-05 3.134584e-07 10 Nonlinear solution status: time= 0.14 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 1.890989e-02 0.000000e+00 energy 5.653253e+01 1.693837e-04 5.653253e-01 displacement 2.461355e-01 3.077147e-05 3.153734e-07 11 Nonlinear solution status: time= 0.14 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 1.159061e-03 0.000000e+00 energy 5.653253e+01 1.500208e-05 5.653253e-01 displacement 2.461355e-01 2.188902e-06 3.161908e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #0 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 12 Nonlinear solution status: time= 0.14 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351671e+04 7.404021e-16 0.000000e+00 energy 5.653253e+01 3.278449e-12 5.653253e-01 displacement 2.461355e-01 3.910819e-08 3.163034e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.025002e-02 2.000000e-01 gap function : 4.455292e-03 *** convergence summary number of iterations : 12 number of reformations : 0 ------- converged at time : 0.14 ===== beginning time step 8 : 0.16 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351741e+04 5.820330e+00 0.000000e+00 energy 5.647269e+01 5.813265e-01 5.647269e-01 displacement 2.455654e-01 2.455654e-01 2.455654e-07 2 Nonlinear solution status: time= 0.16 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613084 convergence norms : INITIAL CURRENT REQUIRED residual 2.351741e+04 2.718773e+00 0.000000e+00 energy 5.647269e+01 8.300608e-02 5.647269e-01 displacement 2.455654e-01 3.826135e-03 2.682823e-07 3 Nonlinear solution status: time= 0.16 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351741e+04 8.796096e-01 0.000000e+00 energy 5.647269e+01 1.967330e-02 5.647269e-01 displacement 2.455654e-01 5.597879e-04 2.581607e-07 4 Nonlinear solution status: time= 0.16 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.456715 convergence norms : INITIAL CURRENT REQUIRED residual 2.351741e+04 2.226066e-01 0.000000e+00 energy 5.647269e+01 7.203705e-03 5.647269e-01 displacement 2.455654e-01 3.067788e-04 2.520847e-07 5 Nonlinear solution status: time= 0.16 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351741e+04 6.914714e-03 0.000000e+00 energy 5.647269e+01 4.251617e-04 5.647269e-01 displacement 2.455654e-01 3.425468e-05 2.540333e-07 6 Nonlinear solution status: time= 0.16 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.351741e+04 1.027921e-04 0.000000e+00 energy 5.647269e+01 1.279368e-06 5.647269e-01 displacement 2.455654e-01 7.926187e-07 2.537362e-07 7 Nonlinear solution status: time= 0.16 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.445470 convergence norms : INITIAL CURRENT REQUIRED residual 2.351741e+04 4.971816e-05 0.000000e+00 energy 5.647269e+01 1.092007e-06 5.647269e-01 displacement 2.455654e-01 3.290491e-08 2.537321e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.550795e-01 2.000000e-01 gap function : 9.381309e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.16 ===== beginning time step 9 : 0.18 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726539e+04 6.478515e-01 0.000000e+00 energy 6.488790e+01 1.255769e-01 6.488790e-01 displacement 2.606054e-01 2.606054e-01 2.606054e-07 2 Nonlinear solution status: time= 0.18 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726539e+04 3.248150e-02 0.000000e+00 energy 6.488790e+01 6.494795e-04 6.488790e-01 displacement 2.606054e-01 2.017575e-05 2.623196e-07 3 Nonlinear solution status: time= 0.18 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726539e+04 1.542356e-06 0.000000e+00 energy 6.488790e+01 5.175433e-07 6.488790e-01 displacement 2.606054e-01 6.687278e-07 2.619688e-07 4 Nonlinear solution status: time= 0.18 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726539e+04 2.286362e-09 0.000000e+00 energy 6.488790e+01 1.702438e-10 6.488790e-01 displacement 2.606054e-01 2.339029e-10 2.619632e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.480210e-01 2.000000e-01 gap function : 1.502983e-02 *** 5 Nonlinear solution status: time= 0.18 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726539e+04 5.707679e-02 0.000000e+00 energy 6.488790e+01 5.796288e-03 6.488790e-01 displacement 2.606054e-01 7.585053e-03 3.524444e-07 6 Nonlinear solution status: time= 0.18 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726539e+04 1.496648e-03 0.000000e+00 energy 6.488790e+01 3.379428e-05 6.488790e-01 displacement 2.606054e-01 1.863459e-06 3.526757e-07 7 Nonlinear solution status: time= 0.18 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726539e+04 1.403002e-08 0.000000e+00 energy 6.488790e+01 7.095780e-09 6.488790e-01 displacement 2.606054e-01 4.568795e-08 3.527655e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.659259e-02 2.000000e-01 gap function : 5.657284e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.18 ===== beginning time step 10 : 0.2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661791e+04 6.907856e-01 0.000000e+00 energy 6.384766e+01 2.201545e-01 6.384766e-01 displacement 2.593366e-01 2.593366e-01 2.593366e-07 2 Nonlinear solution status: time= 0.2 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661791e+04 2.174841e-01 0.000000e+00 energy 6.384766e+01 4.196905e-03 6.384766e-01 displacement 2.593366e-01 2.878200e-04 2.659228e-07 3 Nonlinear solution status: time= 0.2 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661791e+04 4.925152e-03 0.000000e+00 energy 6.384766e+01 1.215805e-04 6.384766e-01 displacement 2.593366e-01 8.075647e-05 2.629712e-07 4 Nonlinear solution status: time= 0.2 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661791e+04 3.946654e-04 0.000000e+00 energy 6.384766e+01 7.317595e-06 6.384766e-01 displacement 2.593366e-01 1.145596e-06 2.625183e-07 5 Nonlinear solution status: time= 0.2 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.661791e+04 1.020246e-06 0.000000e+00 energy 6.384766e+01 3.875994e-08 6.384766e-01 displacement 2.593366e-01 8.866096e-09 2.625607e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.444852e-01 2.000000e-01 gap function : 1.015286e-02 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.2 ===== beginning time step 11 : 0.22 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.907440e+04 6.827727e+00 0.000000e+00 energy 6.904168e+01 4.053801e-01 6.904168e-01 displacement 2.754439e-01 2.754439e-01 2.754439e-07 2 Nonlinear solution status: time= 0.22 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.614624 convergence norms : INITIAL CURRENT REQUIRED residual 2.907440e+04 5.758860e-01 0.000000e+00 energy 6.904168e+01 1.941615e-02 6.904168e-01 displacement 2.754439e-01 3.368860e-03 2.941536e-07 3 Nonlinear solution status: time= 0.22 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.907440e+04 1.008391e-03 0.000000e+00 energy 6.904168e+01 9.184020e-05 6.904168e-01 displacement 2.754439e-01 1.390070e-04 2.892034e-07 4 Nonlinear solution status: time= 0.22 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.907440e+04 1.167575e-07 0.000000e+00 energy 6.904168e+01 5.300462e-08 6.904168e-01 displacement 2.754439e-01 1.004706e-07 2.890799e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.197838e-01 2.000000e-01 gap function : 1.493831e-02 *** 5 Nonlinear solution status: time= 0.22 stiffness updates = 3 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.907440e+04 9.934490e-03 0.000000e+00 energy 6.904168e+01 1.597173e-03 6.904168e-01 displacement 2.754439e-01 6.055095e-03 3.734858e-07 6 Nonlinear solution status: time= 0.22 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.907440e+04 3.754918e-07 0.000000e+00 energy 6.904168e+01 2.978581e-07 6.904168e-01 displacement 2.754439e-01 1.022315e-06 3.736157e-07 7 Nonlinear solution status: time= 0.22 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.907440e+04 4.440462e-08 0.000000e+00 energy 6.904168e+01 7.539430e-10 6.904168e-01 displacement 2.754439e-01 1.587277e-10 3.736133e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.365740e-02 2.000000e-01 gap function : 6.257216e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.22 ===== beginning time step 12 : 0.24 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.963415e+04 8.253001e-03 0.000000e+00 energy 7.131528e+01 3.577457e-02 7.131528e-01 displacement 2.890671e-01 2.890671e-01 2.890671e-07 2 Nonlinear solution status: time= 0.24 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.963415e+04 3.718917e-09 0.000000e+00 energy 7.131528e+01 1.230923e-08 7.131528e-01 displacement 2.890671e-01 4.452222e-07 2.889103e-07 3 Nonlinear solution status: time= 0.24 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.963415e+04 1.957440e-14 0.000000e+00 energy 7.131528e+01 1.037894e-14 7.131528e-01 displacement 2.890671e-01 4.723630e-13 2.889105e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.206615e-01 2.000000e-01 gap function : 9.493002e-03 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.24 ===== beginning time step 13 : 0.26 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.963415e+04 9.222766e-03 0.000000e+00 energy 7.124347e+01 2.862156e-02 7.124347e-01 displacement 2.887532e-01 2.887532e-01 2.887532e-07 2 Nonlinear solution status: time= 0.26 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.963415e+04 2.143516e-04 0.000000e+00 energy 7.124347e+01 6.956493e-06 7.124347e-01 displacement 2.887532e-01 1.417411e-06 2.889351e-07 3 Nonlinear solution status: time= 0.26 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.963415e+04 1.017279e-05 0.000000e+00 energy 7.124347e+01 2.375177e-07 7.124347e-01 displacement 2.887532e-01 7.777664e-08 2.888432e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.897263e-01 2.000000e-01 gap function : 1.485907e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.26 ===== beginning time step 14 : 0.28 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 9.447044e+00 0.000000e+00 energy 7.355905e+01 8.707547e-01 7.355905e-01 displacement 2.963731e-01 2.963731e-01 2.963731e-07 2 Nonlinear solution status: time= 0.28 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.614027 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 4.148699e+00 0.000000e+00 energy 7.355905e+01 1.782292e-01 7.355905e-01 displacement 2.963731e-01 1.660165e-02 3.615091e-07 3 Nonlinear solution status: time= 0.28 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 9.316318e-01 0.000000e+00 energy 7.355905e+01 3.854423e-02 7.355905e-01 displacement 2.963731e-01 2.483704e-03 3.321412e-07 4 Nonlinear solution status: time= 0.28 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.491017 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 2.209695e-01 0.000000e+00 energy 7.355905e+01 9.785816e-04 7.355905e-01 displacement 2.963731e-01 1.184464e-03 3.164468e-07 5 Nonlinear solution status: time= 0.28 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.370496 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 8.089749e-02 0.000000e+00 energy 7.355905e+01 3.325653e-03 7.355905e-01 displacement 2.963731e-01 2.399739e-04 3.136317e-07 6 Nonlinear solution status: time= 0.28 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 4.227702e-02 0.000000e+00 energy 7.355905e+01 1.265801e-03 7.355905e-01 displacement 2.963731e-01 5.837024e-05 3.161225e-07 7 Nonlinear solution status: time= 0.28 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 8.648603e-04 0.000000e+00 energy 7.355905e+01 3.172150e-05 7.355905e-01 displacement 2.963731e-01 1.271285e-05 3.148000e-07 8 Nonlinear solution status: time= 0.28 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 1.491925e-04 0.000000e+00 energy 7.355905e+01 5.732681e-06 7.355905e-01 displacement 2.963731e-01 3.944236e-07 3.148934e-07 9 Nonlinear solution status: time= 0.28 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 6.427224e-06 0.000000e+00 energy 7.355905e+01 9.771179e-08 7.355905e-01 displacement 2.963731e-01 3.589821e-08 3.148850e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.476914e-01 2.000000e-01 gap function : 1.882351e-02 *** 10 Nonlinear solution status: time= 0.28 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 1.154364e+00 0.000000e+00 energy 7.355905e+01 3.017357e-02 7.355905e-01 displacement 2.963731e-01 1.074509e-02 4.294074e-07 11 Nonlinear solution status: time= 0.28 stiffness updates = 9 right hand side evaluations = 16 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 2.580669e-02 0.000000e+00 energy 7.355905e+01 2.747064e-04 7.355905e-01 displacement 2.963731e-01 1.020745e-04 4.281426e-07 ************************************************************************* * WARNING * * * * Max nr of iterations reached. * * Stiffness matrix will now be reformed. * ************************************************************************* Reforming stiffness matrix: reformation #0 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 12 Nonlinear solution status: time= 0.28 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 2.954700e-10 0.000000e+00 energy 7.355905e+01 1.720416e-08 7.355905e-01 displacement 2.963731e-01 4.320365e-05 4.289747e-07 13 Nonlinear solution status: time= 0.28 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.052123e+04 2.752215e-17 0.000000e+00 energy 7.355905e+01 1.796740e-15 7.355905e-01 displacement 2.963731e-01 2.720892e-13 4.289747e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.724127e-02 2.000000e-01 gap function : 5.496296e-03 *** convergence summary number of iterations : 13 number of reformations : 0 ------- converged at time : 0.28 ===== beginning time step 15 : 0.3 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013539e+04 1.019727e+01 0.000000e+00 energy 7.345313e+01 6.380777e-01 7.345313e-01 displacement 3.032297e-01 3.032297e-01 3.032297e-07 2 Nonlinear solution status: time= 0.3 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.613634 convergence norms : INITIAL CURRENT REQUIRED residual 3.013539e+04 5.338765e+00 0.000000e+00 energy 7.345313e+01 2.470389e-01 7.345313e-01 displacement 3.032297e-01 2.551830e-02 3.716245e-07 3 Nonlinear solution status: time= 0.3 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013539e+04 1.505750e+00 0.000000e+00 energy 7.345313e+01 5.805159e-02 7.345313e-01 displacement 3.032297e-01 3.712050e-03 3.384244e-07 4 Nonlinear solution status: time= 0.3 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.456745 convergence norms : INITIAL CURRENT REQUIRED residual 3.013539e+04 1.617721e-01 0.000000e+00 energy 7.345313e+01 1.515636e-02 7.345313e-01 displacement 3.032297e-01 2.039421e-03 3.205630e-07 5 Nonlinear solution status: time= 0.3 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 0.437757 convergence norms : INITIAL CURRENT REQUIRED residual 3.013539e+04 1.104973e-01 0.000000e+00 energy 7.345313e+01 2.901820e-03 7.345313e-01 displacement 3.032297e-01 1.402555e-04 3.170059e-07 6 Nonlinear solution status: time= 0.3 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013539e+04 2.681969e-04 0.000000e+00 energy 7.345313e+01 1.090391e-05 7.345313e-01 displacement 3.032297e-01 2.409383e-05 3.186662e-07 7 Nonlinear solution status: time= 0.3 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.013539e+04 1.010165e-05 0.000000e+00 energy 7.345313e+01 4.597904e-07 7.345313e-01 displacement 3.032297e-01 2.952335e-08 3.186450e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.027704e-01 2.000000e-01 gap function : 9.810284e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.3 ===== beginning time step 16 : 0.32 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263584e+04 9.749725e-03 0.000000e+00 energy 8.055385e+01 3.014837e-02 8.055385e-01 displacement 3.234997e-01 3.234997e-01 3.234997e-07 2 Nonlinear solution status: time= 0.32 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263584e+04 3.729195e-05 0.000000e+00 energy 8.055385e+01 1.512684e-06 8.055385e-01 displacement 3.234997e-01 1.020733e-06 3.236402e-07 3 Nonlinear solution status: time= 0.32 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263584e+04 6.843674e-07 0.000000e+00 energy 8.055385e+01 2.510006e-08 8.055385e-01 displacement 3.234997e-01 2.524824e-09 3.236328e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.607475e-01 2.000000e-01 gap function : 1.457735e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.32 ===== beginning time step 17 : 0.34 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433776e+04 7.096552e-02 0.000000e+00 energy 8.337871e+01 8.068444e-03 8.337871e-01 displacement 3.251055e-01 3.251055e-01 3.251055e-07 2 Nonlinear solution status: time= 0.34 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433776e+04 1.933625e-03 0.000000e+00 energy 8.337871e+01 7.697429e-05 8.337871e-01 displacement 3.251055e-01 6.386303e-06 3.256908e-07 3 Nonlinear solution status: time= 0.34 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433776e+04 2.738380e-08 0.000000e+00 energy 8.337871e+01 7.181870e-09 8.337871e-01 displacement 3.251055e-01 9.332664e-08 3.256143e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.117687e-01 2.000000e-01 gap function : 1.964790e-02 *** 4 Nonlinear solution status: time= 0.34 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433776e+04 5.668355e-01 0.000000e+00 energy 8.337871e+01 3.053891e-02 8.337871e-01 displacement 3.251055e-01 9.943322e-03 4.440913e-07 5 Nonlinear solution status: time= 0.34 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433776e+04 1.006809e-02 0.000000e+00 energy 8.337871e+01 5.184398e-04 8.337871e-01 displacement 3.251055e-01 5.098737e-05 4.475660e-07 6 Nonlinear solution status: time= 0.34 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433776e+04 1.589255e-09 0.000000e+00 energy 8.337871e+01 1.579720e-09 8.337871e-01 displacement 3.251055e-01 9.428390e-07 4.479569e-07 7 Nonlinear solution status: time= 0.34 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433776e+04 1.510478e-11 0.000000e+00 energy 8.337871e+01 7.147570e-13 8.337871e-01 displacement 3.251055e-01 2.486379e-13 4.479567e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.078202e-02 2.000000e-01 gap function : 5.186920e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.34 ===== beginning time step 18 : 0.36 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263575e+04 1.289287e-02 0.000000e+00 energy 8.036454e+01 4.491516e-02 8.036454e-01 displacement 3.235619e-01 3.235619e-01 3.235619e-07 2 Nonlinear solution status: time= 0.36 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263575e+04 8.444437e-09 0.000000e+00 energy 8.036454e+01 1.635027e-08 8.036454e-01 displacement 3.235619e-01 8.831001e-07 3.235856e-07 3 Nonlinear solution status: time= 0.36 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263575e+04 1.140533e-13 0.000000e+00 energy 8.036454e+01 3.618583e-14 8.036454e-01 displacement 3.235619e-01 1.152717e-12 3.235859e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.731659e-02 2.000000e-01 gap function : 1.009780e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.36 ===== beginning time step 19 : 0.38 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263575e+04 9.606446e-02 0.000000e+00 energy 8.027438e+01 7.441057e-02 8.027438e-01 displacement 3.236112e-01 3.236112e-01 3.236112e-07 2 Nonlinear solution status: time= 0.38 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263575e+04 3.834997e-03 0.000000e+00 energy 8.027438e+01 1.379457e-04 8.027438e-01 displacement 3.236112e-01 1.088702e-05 3.249111e-07 3 Nonlinear solution status: time= 0.38 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.263575e+04 1.290648e-07 0.000000e+00 energy 8.027438e+01 1.109544e-08 8.027438e-01 displacement 3.236112e-01 1.976177e-07 3.247227e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.381855e-01 2.000000e-01 gap function : 1.513251e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.38 ===== beginning time step 20 : 0.4 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490838e+04 1.489506e-02 0.000000e+00 energy 8.405865e+01 4.822350e-02 8.405865e-01 displacement 3.258591e-01 3.258591e-01 3.258591e-07 2 Nonlinear solution status: time= 0.4 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490838e+04 1.104389e-08 0.000000e+00 energy 8.405865e+01 1.860557e-08 8.405865e-01 displacement 3.258591e-01 1.002335e-06 3.259079e-07 3 Nonlinear solution status: time= 0.4 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490838e+04 2.014604e-13 0.000000e+00 energy 8.405865e+01 7.364070e-14 8.405865e-01 displacement 3.258591e-01 1.488610e-12 3.259083e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.842164e-01 2.000000e-01 gap function : 2.055229e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 ===== beginning time step 21 : 0.42 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.596026e-02 0.000000e+00 energy 8.396169e+01 4.981686e-02 8.396169e-01 displacement 3.259589e-01 3.259589e-01 3.259589e-07 2 Nonlinear solution status: time= 0.42 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 1.263928e-08 0.000000e+00 energy 8.396169e+01 2.076030e-08 8.396169e-01 displacement 3.259589e-01 1.051416e-06 3.260106e-07 3 Nonlinear solution status: time= 0.42 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.471998e-13 0.000000e+00 energy 8.396169e+01 8.695023e-14 8.396169e-01 displacement 3.259589e-01 1.636003e-12 3.260110e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.267259e-01 2.000000e-01 gap function : 2.678801e-02 *** 4 Nonlinear solution status: time= 0.42 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 2.563007e-03 0.000000e+00 energy 8.396169e+01 1.612231e-03 8.396169e-01 displacement 3.259589e-01 1.906066e-02 4.976827e-07 5 Nonlinear solution status: time= 0.42 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490831e+04 3.695409e-05 0.000000e+00 energy 8.396169e+01 1.533493e-06 8.396169e-01 displacement 3.259589e-01 2.099340e-07 4.978263e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.946821e-02 2.000000e-01 gap function : 5.851155e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.42 ===== beginning time step 22 : 0.44 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433817e+04 7.510887e-02 0.000000e+00 energy 8.286624e+01 1.501634e-04 8.286624e-01 displacement 3.254761e-01 3.254761e-01 3.254761e-07 2 Nonlinear solution status: time= 0.44 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433817e+04 1.932497e-03 0.000000e+00 energy 8.286624e+01 7.672873e-05 8.286624e-01 displacement 3.254761e-01 6.910879e-06 3.260922e-07 3 Nonlinear solution status: time= 0.44 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.433817e+04 6.845255e-08 0.000000e+00 energy 8.286624e+01 1.292278e-08 8.286624e-01 displacement 3.254761e-01 9.367292e-08 3.260146e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 7.693117e-02 2.000000e-01 gap function : 1.093226e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.44 ===== beginning time step 23 : 0.46 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490841e+04 5.319806e-02 0.000000e+00 energy 8.372922e+01 4.818193e-02 8.372922e-01 displacement 3.261401e-01 3.261401e-01 3.261401e-07 2 Nonlinear solution status: time= 0.46 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490841e+04 1.823323e-04 0.000000e+00 energy 8.372922e+01 4.284407e-06 8.372922e-01 displacement 3.261401e-01 3.189178e-04 3.273010e-07 3 Nonlinear solution status: time= 0.46 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490841e+04 3.655647e-09 0.000000e+00 energy 8.372922e+01 1.194584e-09 8.372922e-01 displacement 3.261401e-01 9.218557e-09 3.272701e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.210746e-01 2.000000e-01 gap function : 1.656204e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.46 ===== beginning time step 24 : 0.48 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490808e+04 2.010061e-02 0.000000e+00 energy 8.362081e+01 5.549945e-02 8.362081e-01 displacement 3.262722e-01 3.262722e-01 3.262722e-07 2 Nonlinear solution status: time= 0.48 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490808e+04 1.984662e-08 0.000000e+00 energy 8.362081e+01 2.983172e-08 8.362081e-01 displacement 3.262722e-01 1.231201e-06 3.263338e-07 3 Nonlinear solution status: time= 0.48 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490808e+04 4.762736e-13 0.000000e+00 energy 8.362081e+01 1.471975e-13 8.362081e-01 displacement 3.262722e-01 2.256542e-12 3.263343e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.622275e-01 2.000000e-01 gap function : 2.247403e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.48 ===== beginning time step 25 : 0.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 1.402246e-01 0.000000e+00 energy 8.350937e+01 4.218461e-02 8.350937e-01 displacement 3.263985e-01 3.263985e-01 3.263985e-07 2 Nonlinear solution status: time= 0.5 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 9.635561e-04 0.000000e+00 energy 8.350937e+01 1.140206e-05 8.350937e-01 displacement 3.263985e-01 9.567354e-04 3.299220e-07 3 Nonlinear solution status: time= 0.5 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 1.130234e-08 0.000000e+00 energy 8.350937e+01 6.003626e-09 8.350937e-01 displacement 3.263985e-01 3.144721e-08 3.298219e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.006128e-01 2.000000e-01 gap function : 2.924118e-02 *** 4 Nonlinear solution status: time= 0.5 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 2.500566e-02 0.000000e+00 energy 8.350937e+01 1.899818e-02 8.350937e-01 displacement 3.263985e-01 2.248564e-02 5.177722e-07 5 Nonlinear solution status: time= 0.5 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490806e+04 1.940537e-08 0.000000e+00 energy 8.350937e+01 2.123192e-08 8.350937e-01 displacement 3.263985e-01 5.097100e-07 5.175042e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.490723e-02 2.000000e-01 gap function : 6.145067e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.5 ===== beginning time step 26 : 0.52 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490733e+04 2.373112e-02 0.000000e+00 energy 8.335680e+01 5.995056e-02 8.335680e-01 displacement 3.265319e-01 3.265319e-01 3.265319e-07 2 Nonlinear solution status: time= 0.52 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490733e+04 2.751349e-08 0.000000e+00 energy 8.335680e+01 3.860627e-08 8.335680e-01 displacement 3.265319e-01 1.381048e-06 3.266022e-07 3 Nonlinear solution status: time= 0.52 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490733e+04 7.517524e-13 0.000000e+00 energy 8.335680e+01 2.125631e-13 8.335680e-01 displacement 3.265319e-01 2.854309e-12 3.266028e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 6.737267e-02 2.000000e-01 gap function : 1.108983e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.52 ===== beginning time step 27 : 0.54 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 2.551826e-02 0.000000e+00 energy 8.323645e+01 6.201463e-02 8.323645e-01 displacement 3.266762e-01 3.266762e-01 3.266762e-07 2 Nonlinear solution status: time= 0.54 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 3.177853e-08 0.000000e+00 energy 8.323645e+01 4.316836e-08 8.323645e-01 displacement 3.266762e-01 1.453748e-06 3.267508e-07 3 Nonlinear solution status: time= 0.54 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 9.246103e-13 0.000000e+00 energy 8.323645e+01 2.506509e-13 8.323645e-01 displacement 3.266762e-01 3.164210e-12 3.267514e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.072729e-01 2.000000e-01 gap function : 1.794249e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.54 ===== beginning time step 28 : 0.56 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 8.829482e-02 0.000000e+00 energy 8.311198e+01 6.564012e-02 8.311198e-01 displacement 3.268291e-01 3.268291e-01 3.268291e-07 2 Nonlinear solution status: time= 0.56 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 3.381903e-04 0.000000e+00 energy 8.311198e+01 1.963041e-05 8.311198e-01 displacement 3.268291e-01 5.119120e-04 3.284775e-07 3 Nonlinear solution status: time= 0.56 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490731e+04 1.184230e-08 0.000000e+00 energy 8.311198e+01 5.871429e-09 8.311198e-01 displacement 3.268291e-01 2.165125e-08 3.284351e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.447709e-01 2.000000e-01 gap function : 2.440480e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.56 ===== beginning time step 29 : 0.58 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490708e+04 1.612856e-01 0.000000e+00 energy 8.298288e+01 7.156363e-02 8.298288e-01 displacement 3.270116e-01 3.270116e-01 3.270116e-07 2 Nonlinear solution status: time= 0.58 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490708e+04 1.176199e-03 0.000000e+00 energy 8.298288e+01 4.880691e-05 8.298288e-01 displacement 3.270116e-01 1.301410e-03 3.304813e-07 3 Nonlinear solution status: time= 0.58 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490708e+04 3.337202e-08 0.000000e+00 energy 8.298288e+01 1.824248e-08 8.298288e-01 displacement 3.270116e-01 6.202480e-08 3.303868e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.800442e-01 2.000000e-01 gap function : 3.177957e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.58 ===== beginning time step 30 : 0.6 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490660e+04 1.012592e-01 0.000000e+00 energy 8.284890e+01 6.995187e-02 8.284890e-01 displacement 3.272229e-01 3.272229e-01 3.272229e-07 2 Nonlinear solution status: time= 0.6 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490660e+04 4.199310e-04 0.000000e+00 energy 8.284890e+01 2.367676e-05 8.284890e-01 displacement 3.272229e-01 6.101323e-04 3.290498e-07 3 Nonlinear solution status: time= 0.6 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490660e+04 1.501698e-08 0.000000e+00 energy 8.284890e+01 7.130831e-09 8.284890e-01 displacement 3.272229e-01 2.716512e-08 3.290018e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.133298e-01 2.000000e-01 gap function : 3.938908e-02 *** 4 Nonlinear solution status: time= 0.6 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490660e+04 8.771137e-02 0.000000e+00 energy 8.284890e+01 4.660186e-02 8.284890e-01 displacement 3.272229e-01 4.060736e-02 5.906899e-07 5 Nonlinear solution status: time= 0.6 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490660e+04 4.353275e-07 0.000000e+00 energy 8.284890e+01 2.938170e-07 8.284890e-01 displacement 3.272229e-01 1.847057e-06 5.900175e-07 6 Nonlinear solution status: time= 0.6 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490660e+04 5.485153e-11 0.000000e+00 energy 8.284890e+01 1.707021e-11 8.284890e-01 displacement 3.272229e-01 6.521355e-11 5.900164e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.422801e-02 2.000000e-01 gap function : 6.958912e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.6 ===== beginning time step 31 : 0.62 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.542942e-02 0.000000e+00 energy 8.265159e+01 7.216618e-02 8.265159e-01 displacement 3.273678e-01 3.273678e-01 3.273678e-07 2 Nonlinear solution status: time= 0.62 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.105145e-08 0.000000e+00 energy 8.265159e+01 7.131222e-08 8.265159e-01 displacement 3.273678e-01 1.832664e-06 3.274653e-07 3 Nonlinear solution status: time= 0.62 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.255471e-12 0.000000e+00 energy 8.265159e+01 5.149283e-13 8.265159e-01 displacement 3.273678e-01 5.085851e-12 3.274661e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 6.233043e-02 2.000000e-01 gap function : 1.281545e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.62 ===== beginning time step 32 : 0.64 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.820915e-02 0.000000e+00 energy 8.250678e+01 7.472793e-02 8.250678e-01 displacement 3.275678e-01 3.275678e-01 3.275678e-07 2 Nonlinear solution status: time= 0.64 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.102049e-08 0.000000e+00 energy 8.250678e+01 7.995249e-08 8.250678e-01 displacement 3.275678e-01 1.935131e-06 3.276716e-07 3 Nonlinear solution status: time= 0.64 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.778584e-12 0.000000e+00 energy 8.250678e+01 6.091328e-13 8.250678e-01 displacement 3.275678e-01 5.684288e-12 3.276725e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.842991e-02 2.000000e-01 gap function : 1.991507e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.64 ===== beginning time step 33 : 0.66 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.122893e-02 0.000000e+00 energy 8.235683e+01 7.739444e-02 8.235683e-01 displacement 3.277808e-01 3.277808e-01 3.277808e-07 2 Nonlinear solution status: time= 0.66 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.272016e-08 0.000000e+00 energy 8.235683e+01 8.968746e-08 8.235683e-01 displacement 3.277808e-01 2.044524e-06 3.278915e-07 3 Nonlinear solution status: time= 0.66 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.424014e-12 0.000000e+00 energy 8.235683e+01 7.211460e-13 8.235683e-01 displacement 3.277808e-01 6.363665e-12 3.278924e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.326647e-01 2.000000e-01 gap function : 2.790721e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.66 ===== beginning time step 34 : 0.68 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.451092e-02 0.000000e+00 energy 8.220155e+01 8.017003e-02 8.220155e-01 displacement 3.280079e-01 3.280079e-01 3.280079e-07 2 Nonlinear solution status: time= 0.68 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 9.646559e-08 0.000000e+00 energy 8.220155e+01 1.006625e-07 8.220155e-01 displacement 3.280079e-01 2.161376e-06 3.281258e-07 3 Nonlinear solution status: time= 0.68 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.220744e-12 0.000000e+00 energy 8.220155e+01 8.545447e-13 8.220155e-01 displacement 3.280079e-01 7.136263e-12 3.281269e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.651627e-01 2.000000e-01 gap function : 3.621373e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.68 ===== beginning time step 35 : 0.7 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.807943e-02 0.000000e+00 energy 8.204071e+01 8.305913e-02 8.204071e-01 displacement 3.282499e-01 3.282499e-01 3.282499e-07 2 Nonlinear solution status: time= 0.7 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.126316e-07 0.000000e+00 energy 8.204071e+01 1.130428e-07 8.204071e-01 displacement 3.282499e-01 2.286264e-06 3.283758e-07 3 Nonlinear solution status: time= 0.7 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.204787e-12 0.000000e+00 energy 8.204071e+01 1.013680e-12 8.204071e-01 displacement 3.282499e-01 8.016394e-12 3.283769e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.960420e-01 2.000000e-01 gap function : 4.476635e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 ===== beginning time step 36 : 0.72 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.196105e-02 0.000000e+00 energy 8.187408e+01 8.606630e-02 8.187408e-01 displacement 3.285083e-01 3.285083e-01 3.285083e-07 2 Nonlinear solution status: time= 0.72 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.316642e-07 0.000000e+00 energy 8.187408e+01 1.270165e-07 8.187408e-01 displacement 3.285083e-01 2.419816e-06 3.286427e-07 3 Nonlinear solution status: time= 0.72 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.420915e-12 0.000000e+00 energy 8.187408e+01 1.203850e-12 8.187408e-01 displacement 3.285083e-01 9.020748e-12 3.286439e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.254114e-01 2.000000e-01 gap function : 5.354258e-02 *** 4 Nonlinear solution status: time= 0.72 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.149854e-02 0.000000e+00 energy 8.187408e+01 1.347425e-02 8.187408e-01 displacement 3.285083e-01 7.279791e-02 6.942591e-07 5 Nonlinear solution status: time= 0.72 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.678113e-06 0.000000e+00 energy 8.187408e+01 7.437891e-07 8.187408e-01 displacement 3.285083e-01 7.449482e-07 6.944003e-07 6 Nonlinear solution status: time= 0.72 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 9.495870e-10 0.000000e+00 energy 8.187408e+01 1.791123e-10 8.187408e-01 displacement 3.285083e-01 1.913951e-10 6.944080e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.556287e-02 2.000000e-01 gap function : 8.721071e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.72 ===== beginning time step 37 : 0.74 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490630e+04 5.886629e-02 0.000000e+00 energy 8.159992e+01 9.106457e-02 8.159992e-01 displacement 3.286942e-01 3.286942e-01 3.286942e-07 2 Nonlinear solution status: time= 0.74 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490630e+04 1.691093e-07 0.000000e+00 energy 8.159992e+01 1.533380e-07 8.159992e-01 displacement 3.286942e-01 2.627072e-06 3.288399e-07 3 Nonlinear solution status: time= 0.74 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490630e+04 8.676598e-12 0.000000e+00 energy 8.159992e+01 1.562602e-12 8.159992e-01 displacement 3.286942e-01 1.095171e-11 3.288412e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 6.012804e-02 2.000000e-01 gap function : 1.580435e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.74 ===== beginning time step 38 : 0.76 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.370331e-02 0.000000e+00 energy 8.141726e+01 9.439866e-02 8.141726e-01 displacement 3.289935e-01 3.289935e-01 3.289935e-07 2 Nonlinear solution status: time= 0.76 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.982892e-07 0.000000e+00 energy 8.141726e+01 1.725318e-07 8.141726e-01 displacement 3.289935e-01 2.785142e-06 3.291494e-07 3 Nonlinear solution status: time= 0.76 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.071417e-11 0.000000e+00 energy 8.141726e+01 1.859930e-12 8.141726e-01 displacement 3.289935e-01 1.236845e-11 3.291509e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.312351e-02 2.000000e-01 gap function : 2.413150e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.76 ===== beginning time step 39 : 0.78 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.897195e-02 0.000000e+00 energy 8.122794e+01 9.786804e-02 8.122794e-01 displacement 3.293138e-01 3.293138e-01 3.293138e-07 2 Nonlinear solution status: time= 0.78 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.327690e-07 0.000000e+00 energy 8.122794e+01 1.942355e-07 8.122794e-01 displacement 3.293138e-01 2.954525e-06 3.294809e-07 3 Nonlinear solution status: time= 0.78 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.323890e-11 0.000000e+00 energy 8.122794e+01 2.217198e-12 8.122794e-01 displacement 3.293138e-01 1.399266e-11 3.294824e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.246457e-01 2.000000e-01 gap function : 3.346850e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.78 ===== beginning time step 40 : 0.8 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.471248e-02 0.000000e+00 energy 8.103168e+01 1.014777e-01 8.103168e-01 displacement 3.296570e-01 3.296570e-01 3.296570e-07 2 Nonlinear solution status: time= 0.8 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.735431e-07 0.000000e+00 energy 8.103168e+01 2.187874e-07 8.103168e-01 displacement 3.296570e-01 3.136128e-06 3.298361e-07 3 Nonlinear solution status: time= 0.8 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.636820e-11 0.000000e+00 energy 8.103168e+01 2.646766e-12 8.103168e-01 displacement 3.296570e-01 1.585750e-11 3.298378e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.547841e-01 2.000000e-01 gap function : 4.313854e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 ===== beginning time step 41 : 0.82 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.096907e-02 0.000000e+00 energy 8.082821e+01 1.052325e-01 8.082821e-01 displacement 3.300250e-01 3.300250e-01 3.300250e-07 2 Nonlinear solution status: time= 0.82 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.218039e-07 0.000000e+00 energy 8.082821e+01 2.465731e-07 8.082821e-01 displacement 3.300250e-01 3.330928e-06 3.302171e-07 3 Nonlinear solution status: time= 0.82 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.025031e-11 0.000000e+00 energy 8.082821e+01 3.164208e-12 8.082821e-01 displacement 3.300250e-01 1.800194e-11 3.302189e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.836216e-01 2.000000e-01 gap function : 5.309224e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.82 ===== beginning time step 42 : 0.84 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.778998e-02 0.000000e+00 energy 8.061723e+01 1.091377e-01 8.061723e-01 displacement 3.304198e-01 3.304198e-01 3.304198e-07 2 Nonlinear solution status: time= 0.84 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.789755e-07 0.000000e+00 energy 8.061723e+01 2.780305e-07 8.061723e-01 displacement 3.304198e-01 3.539983e-06 3.306260e-07 3 Nonlinear solution status: time= 0.84 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.507098e-11 0.000000e+00 energy 8.061723e+01 3.788657e-12 8.061723e-01 displacement 3.304198e-01 2.047168e-11 3.306279e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.112352e-01 2.000000e-01 gap function : 6.331512e-02 *** 4 Nonlinear solution status: time= 0.84 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.643819e-02 0.000000e+00 energy 8.061723e+01 3.286895e-02 8.061723e-01 displacement 3.304198e-01 9.776280e-02 7.615418e-07 5 Nonlinear solution status: time= 0.84 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.402604e-05 0.000000e+00 energy 8.061723e+01 2.136201e-06 8.061723e-01 displacement 3.304198e-01 1.397266e-06 7.617079e-07 6 Nonlinear solution status: time= 0.84 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.694545e-09 0.000000e+00 energy 8.061723e+01 7.579923e-10 8.061723e-01 displacement 3.304198e-01 4.393342e-10 7.617168e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.622343e-02 2.000000e-01 gap function : 1.005939e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.84 ===== beginning time step 43 : 0.86 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.86 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490631e+04 1.009163e-01 0.000000e+00 energy 8.024469e+01 1.160945e-01 8.024469e-01 displacement 3.307380e-01 3.307380e-01 3.307380e-07 2 Nonlinear solution status: time= 0.86 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490631e+04 5.021127e-07 0.000000e+00 energy 8.024469e+01 3.423034e-07 8.024469e-01 displacement 3.307380e-01 3.887140e-06 3.309648e-07 3 Nonlinear solution status: time= 0.86 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490631e+04 3.445784e-11 0.000000e+00 energy 8.024469e+01 5.012342e-12 8.024469e-01 displacement 3.307380e-01 2.545865e-11 3.309671e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 5.848076e-02 2.000000e-01 gap function : 1.940096e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.86 ===== beginning time step 44 : 0.88 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.095465e-01 0.000000e+00 energy 8.001199e+01 1.204299e-01 8.001199e-01 displacement 3.312046e-01 3.312046e-01 3.312046e-07 2 Nonlinear solution status: time= 0.88 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.928504e-07 0.000000e+00 energy 8.001199e+01 3.864293e-07 8.001199e-01 displacement 3.312046e-01 4.138597e-06 3.314488e-07 3 Nonlinear solution status: time= 0.88 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.271288e-11 0.000000e+00 energy 8.001199e+01 6.010628e-12 8.001199e-01 displacement 3.312046e-01 2.903380e-11 3.314513e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.945283e-02 2.000000e-01 gap function : 2.927283e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.88 ===== beginning time step 45 : 0.9 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.189626e-01 0.000000e+00 energy 7.977066e+01 1.249341e-01 7.977066e-01 displacement 3.317069e-01 3.317069e-01 3.317069e-07 2 Nonlinear solution status: time= 0.9 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 7.006649e-07 0.000000e+00 energy 7.977066e+01 4.364359e-07 7.977066e-01 displacement 3.317069e-01 4.408954e-06 3.319699e-07 3 Nonlinear solution status: time= 0.9 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 5.300478e-11 0.000000e+00 energy 7.977066e+01 7.221986e-12 7.977066e-01 displacement 3.317069e-01 3.316568e-11 3.319726e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.192091e-01 2.000000e-01 gap function : 4.031416e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.9 ===== beginning time step 46 : 0.92 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.292369e-01 0.000000e+00 energy 7.952034e+01 1.296115e-01 7.952034e-01 displacement 3.322480e-01 3.322480e-01 3.322480e-07 2 Nonlinear solution status: time= 0.92 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.288204e-07 0.000000e+00 energy 7.952034e+01 4.931113e-07 7.952034e-01 displacement 3.322480e-01 4.699753e-06 3.325315e-07 3 Nonlinear solution status: time= 0.92 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 6.583991e-11 0.000000e+00 energy 7.952034e+01 8.692012e-12 7.952034e-01 displacement 3.322480e-01 3.794695e-11 3.325344e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.478144e-01 2.000000e-01 gap function : 5.173429e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.92 ===== beginning time step 47 : 0.94 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.404483e-01 0.000000e+00 energy 7.926070e+01 1.344668e-01 7.926070e-01 displacement 3.328313e-01 3.328313e-01 3.328313e-07 2 Nonlinear solution status: time= 0.94 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 9.812490e-07 0.000000e+00 energy 7.926070e+01 5.573510e-07 7.926070e-01 displacement 3.328313e-01 5.012648e-06 3.331371e-07 3 Nonlinear solution status: time= 0.94 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 8.186819e-11 0.000000e+00 energy 7.926070e+01 1.047937e-11 7.926070e-01 displacement 3.328313e-01 4.348743e-11 3.331402e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.753292e-01 2.000000e-01 gap function : 6.349626e-02 *** convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.94 ===== beginning time step 48 : 0.96 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.526828e-01 0.000000e+00 energy 7.899138e+01 1.395041e-01 7.899138e-01 displacement 3.334605e-01 3.334605e-01 3.334605e-07 2 Nonlinear solution status: time= 0.96 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.162651e-06 0.000000e+00 energy 7.899138e+01 6.301670e-07 7.899138e-01 displacement 3.334605e-01 5.349428e-06 3.337904e-07 3 Nonlinear solution status: time= 0.96 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 1.019126e-10 0.000000e+00 energy 7.899138e+01 1.265674e-11 7.899138e-01 displacement 3.334605e-01 4.991663e-11 3.337938e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.018099e-01 2.000000e-01 gap function : 7.559178e-02 *** 4 Nonlinear solution status: time= 0.96 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 2.924145e-01 0.000000e+00 energy 7.899138e+01 8.274390e-02 7.899138e-01 displacement 3.334605e-01 1.331735e-01 8.468342e-07 5 Nonlinear solution status: time= 0.96 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 3.504891e-03 0.000000e+00 energy 7.899138e+01 6.266630e-05 7.899138e-01 displacement 3.334605e-01 1.739177e-03 8.578323e-07 6 Nonlinear solution status: time= 0.96 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490629e+04 4.423315e-07 0.000000e+00 energy 7.899138e+01 9.101422e-08 7.899138e-01 displacement 3.334605e-01 1.156889e-07 8.575277e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.858834e-02 2.000000e-01 gap function : 1.281133e-02 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.96 ===== beginning time step 49 : 0.98 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 0.98 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490464e+04 5.462245e-01 0.000000e+00 energy 7.847300e+01 1.295354e-01 7.847300e-01 displacement 3.340917e-01 3.340917e-01 3.340917e-07 2 Nonlinear solution status: time= 0.98 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490464e+04 8.219745e-03 0.000000e+00 energy 7.847300e+01 2.480840e-04 7.847300e-01 displacement 3.340917e-01 2.977454e-03 3.519193e-07 3 Nonlinear solution status: time= 0.98 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490464e+04 1.340919e-06 0.000000e+00 energy 7.847300e+01 5.564123e-07 7.847300e-01 displacement 3.340917e-01 1.250726e-06 3.512099e-07 4 Nonlinear solution status: time= 0.98 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490464e+04 1.091023e-09 0.000000e+00 energy 7.847300e+01 1.593624e-10 7.847300e-01 displacement 3.340917e-01 2.182773e-09 3.512145e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 5.935536e-02 2.000000e-01 gap function : 2.428299e-02 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.98 ===== beginning time step 50 : 1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490154e+04 8.586905e-01 0.000000e+00 energy 7.816883e+01 1.382494e-01 7.816883e-01 displacement 3.345733e-01 3.345733e-01 3.345733e-07 2 Nonlinear solution status: time= 1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490154e+04 1.912440e-02 0.000000e+00 energy 7.816883e+01 2.528111e-04 7.816883e-01 displacement 3.345733e-01 5.318048e-03 3.626208e-07 3 Nonlinear solution status: time= 1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490154e+04 2.120689e-06 0.000000e+00 energy 7.816883e+01 8.578531e-07 7.816883e-01 displacement 3.345733e-01 1.353780e-06 3.616379e-07 4 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.490154e+04 2.233758e-09 0.000000e+00 energy 7.816883e+01 3.345443e-10 7.816883e-01 displacement 3.345733e-01 2.590318e-09 3.616437e-07 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901112e-02 2.000000e-01 gap function : 3.656653e-02 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 1 ===== beginning time step 51 : 1.02 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.02 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.233758e-09 1.372738e-24 0.000000e+00 energy 1.989152e-11 1.896613e-20 1.989152e-13 displacement 7.958811e-13 7.958811e-13 7.958811e-19 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.02 ===== beginning time step 52 : 1.04 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.04 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.384271e-24 1.060891e-24 0.000000e+00 energy 1.320173e-26 4.587998e-27 1.320173e-28 displacement 3.152963e-28 3.152963e-28 3.152963e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.04 ===== beginning time step 53 : 1.06 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.06 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.071290e-24 9.977417e-25 0.000000e+00 energy 9.119297e-27 4.513763e-27 9.119297e-29 displacement 1.831678e-28 1.831678e-28 1.831678e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.06 ===== beginning time step 54 : 1.08 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.08 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.991876e-25 1.079238e-24 0.000000e+00 energy 6.486871e-27 3.478849e-27 6.486871e-29 displacement 1.207691e-28 1.207691e-28 1.207691e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.08 ===== beginning time step 55 : 1.1 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.076833e-24 7.388674e-25 0.000000e+00 energy 8.275240e-27 4.693258e-27 8.275240e-29 displacement 1.596864e-28 1.596864e-28 1.596864e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.1 ===== beginning time step 56 : 1.12 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.12 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.594772e-25 1.058751e-24 0.000000e+00 energy 8.038213e-27 4.599672e-27 8.038213e-29 displacement 2.388047e-28 2.388047e-28 2.388047e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.12 ===== beginning time step 57 : 1.14 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.14 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.067388e-24 9.730730e-25 0.000000e+00 energy 9.131470e-27 5.224304e-27 9.131470e-29 displacement 2.157186e-28 2.157186e-28 2.157186e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.14 ===== beginning time step 58 : 1.16 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.16 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.685981e-25 1.011622e-24 0.000000e+00 energy 9.082862e-27 5.450509e-27 9.082862e-29 displacement 2.093819e-28 2.093819e-28 2.093819e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.16 ===== beginning time step 59 : 1.18 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.18 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.011456e-24 1.050951e-24 0.000000e+00 energy 9.674808e-27 5.081590e-27 9.674808e-29 displacement 1.848543e-28 1.848543e-28 1.848543e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.18 ===== beginning time step 60 : 1.2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.015575e-24 8.438506e-25 0.000000e+00 energy 9.240165e-27 5.402326e-27 9.240165e-29 displacement 2.240779e-28 2.240779e-28 2.240779e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.2 ===== beginning time step 61 : 1.22 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.22 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.480208e-25 1.202655e-24 0.000000e+00 energy 7.464612e-27 4.678124e-27 7.464612e-29 displacement 1.668607e-28 1.668607e-28 1.668607e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.22 ===== beginning time step 62 : 1.24 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.24 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.204405e-24 1.222226e-24 0.000000e+00 energy 8.829816e-27 5.566205e-27 8.829816e-29 displacement 1.529177e-28 1.529177e-28 1.529177e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.24 ===== beginning time step 63 : 1.26 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.26 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.209232e-24 8.711870e-25 0.000000e+00 energy 9.166059e-27 3.760593e-27 9.166059e-29 displacement 1.819862e-28 1.819862e-28 1.819862e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.26 ===== beginning time step 64 : 1.28 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.28 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.401180e-25 9.387322e-25 0.000000e+00 energy 6.960344e-27 4.126676e-27 6.960344e-29 displacement 1.345627e-28 1.345627e-28 1.345627e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.28 ===== beginning time step 65 : 1.3 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.581262e-25 7.062268e-25 0.000000e+00 energy 8.092975e-27 5.075682e-27 8.092975e-29 displacement 1.564781e-28 1.564781e-28 1.564781e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.3 ===== beginning time step 66 : 1.32 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.32 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.087202e-25 1.473486e-24 0.000000e+00 energy 7.955846e-27 5.013307e-27 7.955846e-29 displacement 1.764813e-28 1.764813e-28 1.764813e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.32 ===== beginning time step 67 : 1.34 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.34 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.463956e-24 1.203180e-24 0.000000e+00 energy 1.141620e-26 7.211834e-27 1.141620e-28 displacement 1.926129e-28 1.926129e-28 1.926129e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.34 ===== beginning time step 68 : 1.36 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.36 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.220424e-24 1.188185e-24 0.000000e+00 energy 9.741090e-27 5.985912e-27 9.741090e-29 displacement 1.785068e-28 1.785068e-28 1.785068e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.36 ===== beginning time step 69 : 1.38 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.38 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.157488e-24 8.571578e-25 0.000000e+00 energy 8.905377e-27 4.666313e-27 8.905377e-29 displacement 1.808219e-28 1.808219e-28 1.808219e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.38 ===== beginning time step 70 : 1.4 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.848869e-25 9.652774e-25 0.000000e+00 energy 7.108993e-27 4.149336e-27 7.108993e-29 displacement 1.788141e-28 1.788141e-28 1.788141e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.4 ===== beginning time step 71 : 1.42 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.42 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.555930e-25 8.752857e-25 0.000000e+00 energy 8.021384e-27 3.895838e-27 8.021384e-29 displacement 2.027086e-28 2.027086e-28 2.027086e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.42 ===== beginning time step 72 : 1.44 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.44 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.395849e-25 1.284212e-24 0.000000e+00 energy 7.342417e-27 5.303488e-27 7.342417e-29 displacement 1.777069e-28 1.777069e-28 1.777069e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.44 ===== beginning time step 73 : 1.46 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.46 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.266035e-24 1.106772e-24 0.000000e+00 energy 1.015299e-26 5.541396e-27 1.015299e-28 displacement 1.946095e-28 1.946095e-28 1.946095e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.46 ===== beginning time step 74 : 1.48 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.48 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.170987e-24 9.704411e-25 0.000000e+00 energy 8.626902e-27 5.128480e-27 8.626902e-29 displacement 1.806842e-28 1.806842e-28 1.806842e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.48 ===== beginning time step 75 : 1.5 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.979747e-25 1.028962e-24 0.000000e+00 energy 9.162607e-27 4.600735e-27 9.162607e-29 displacement 1.950781e-28 1.950781e-28 1.950781e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.5 ===== beginning time step 76 : 1.52 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.52 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.017659e-24 7.155970e-25 0.000000e+00 energy 7.937313e-27 4.028674e-27 7.937313e-29 displacement 1.642443e-28 1.642443e-28 1.642443e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.52 ===== beginning time step 77 : 1.54 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.54 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.129365e-25 1.209727e-24 0.000000e+00 energy 7.046491e-27 5.197844e-27 7.046491e-29 displacement 1.451371e-28 1.451371e-28 1.451371e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.54 ===== beginning time step 78 : 1.56 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.56 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.222453e-24 1.056350e-24 0.000000e+00 energy 9.199877e-27 4.443173e-27 9.199877e-29 displacement 1.475189e-28 1.475189e-28 1.475189e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.56 ===== beginning time step 79 : 1.58 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.58 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.070808e-24 1.177437e-24 0.000000e+00 energy 7.962500e-27 3.396889e-27 7.962500e-29 displacement 1.405222e-28 1.405222e-28 1.405222e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.58 ===== beginning time step 80 : 1.6 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.239509e-24 1.436946e-24 0.000000e+00 energy 8.112321e-27 4.524719e-27 8.112321e-29 displacement 1.512147e-28 1.512147e-28 1.512147e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.6 ===== beginning time step 81 : 1.62 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.62 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.437395e-24 7.415157e-25 0.000000e+00 energy 1.078771e-26 4.833794e-27 1.078771e-28 displacement 1.929457e-28 1.929457e-28 1.929457e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.62 ===== beginning time step 82 : 1.64 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.64 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.491625e-25 1.081771e-24 0.000000e+00 energy 7.589608e-27 5.096165e-27 7.589608e-29 displacement 1.811402e-28 1.811402e-28 1.811402e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.64 ===== beginning time step 83 : 1.66 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.66 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.071957e-24 9.247455e-25 0.000000e+00 energy 9.085913e-27 4.867103e-27 9.085913e-29 displacement 2.075792e-28 2.075792e-28 2.075792e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.66 ===== beginning time step 84 : 1.68 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.68 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.382085e-25 8.881636e-25 0.000000e+00 energy 8.401667e-27 4.594214e-27 8.401667e-29 displacement 1.896571e-28 1.896571e-28 1.896571e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.68 ===== beginning time step 85 : 1.7 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.820123e-25 1.141595e-24 0.000000e+00 energy 8.291464e-27 3.468534e-27 8.291464e-29 displacement 1.620034e-28 1.620034e-28 1.620034e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.7 ===== beginning time step 86 : 1.72 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.72 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.205138e-24 1.232611e-24 0.000000e+00 energy 7.298886e-27 5.118332e-27 7.298886e-29 displacement 1.176347e-28 1.176347e-28 1.176347e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.72 ===== beginning time step 87 : 1.74 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.74 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.258616e-24 1.189937e-24 0.000000e+00 energy 9.737852e-27 6.054397e-27 9.737852e-29 displacement 1.846587e-28 1.846587e-28 1.846587e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.74 ===== beginning time step 88 : 1.76 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.76 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.190261e-24 1.213891e-24 0.000000e+00 energy 1.014676e-26 3.624442e-27 1.014676e-28 displacement 1.935860e-28 1.935860e-28 1.935860e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.76 ===== beginning time step 89 : 1.78 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.78 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.232854e-24 9.827958e-25 0.000000e+00 energy 8.623328e-27 4.538524e-27 8.623328e-29 displacement 1.455406e-28 1.455406e-28 1.455406e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.78 ===== beginning time step 90 : 1.8 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.749266e-25 1.070501e-24 0.000000e+00 energy 9.250134e-27 5.017640e-27 9.250134e-29 displacement 1.860034e-28 1.860034e-28 1.860034e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.8 ===== beginning time step 91 : 1.82 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.82 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.063030e-24 1.091955e-24 0.000000e+00 energy 9.614323e-27 5.724906e-27 9.614323e-29 displacement 1.919345e-28 1.919345e-28 1.919345e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.82 ===== beginning time step 92 : 1.84 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.84 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.076893e-24 7.554155e-25 0.000000e+00 energy 8.854584e-27 3.982278e-27 8.854584e-29 displacement 1.695086e-28 1.695086e-28 1.695086e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.84 ===== beginning time step 93 : 1.86 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.86 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.556653e-25 1.124340e-24 0.000000e+00 energy 7.110294e-27 3.958778e-27 7.110294e-29 displacement 1.582755e-28 1.582755e-28 1.582755e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.86 ===== beginning time step 94 : 1.88 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.88 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.085089e-24 8.531206e-25 0.000000e+00 energy 8.646668e-27 4.158459e-27 8.646668e-29 displacement 1.931437e-28 1.931437e-28 1.931437e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.88 ===== beginning time step 95 : 1.9 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.327496e-25 8.544513e-25 0.000000e+00 energy 7.646616e-27 4.641973e-27 7.646616e-29 displacement 1.760467e-28 1.760467e-28 1.760467e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.9 ===== beginning time step 96 : 1.92 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.92 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.515480e-25 1.163656e-24 0.000000e+00 energy 9.337702e-27 5.998378e-27 9.337702e-29 displacement 2.108046e-28 2.108046e-28 2.108046e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.92 ===== beginning time step 97 : 1.94 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.94 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.237694e-24 1.179576e-24 0.000000e+00 energy 9.079564e-27 4.694597e-27 9.079564e-29 displacement 1.855205e-28 1.855205e-28 1.855205e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.94 ===== beginning time step 98 : 1.96 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.96 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.192016e-24 8.846703e-25 0.000000e+00 energy 7.146936e-27 3.566283e-27 7.146936e-29 displacement 1.561897e-28 1.561897e-28 1.561897e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.96 ===== beginning time step 99 : 1.98 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 1.98 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.101065e-25 8.372082e-25 0.000000e+00 energy 8.120166e-27 4.271773e-27 8.120166e-29 displacement 1.824759e-28 1.824759e-28 1.824759e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 1.98 ===== beginning time step 100 : 2 ===== ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 1 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.056158e-25 9.979632e-25 0.000000e+00 energy 8.100779e-27 4.430879e-27 8.100779e-29 displacement 1.753984e-28 1.753984e-28 1.753984e-34 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.901109e-02 2.000000e-01 gap function : 3.656651e-02 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 2 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 100 Total number of equilibrium iterations ............ : 296 Average number of equilibrium iterations .......... : 2.96 Total number of right hand evaluations ............ : 439 Total number of stiffness reformations ............ : 106 Time in linear solver: 0:00:00 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:00 (0 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:00:03 (3 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:01 (1 sec) evaluating stiffness ......... : 0:00:00 (0 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:02 (2 sec) time in linear solver ........ : 0:00:00 (0 sec) Total elapsed time .............. : 0:00:03 (3 sec) N O R M A L T E R M I N A T I O N