=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 4 . 1 . 7786 --- 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 or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : Indentor.feb Plot file : Indentor.xplt Log file : Indentor.log MESH INFO =========================================================================== Number of materials ............................ : 2 Number of domains .............................. : 2 Number of nodes ................................ : 397 Number of solid elements ....................... : 1032 Number of shell elements ....................... : 0 Number of truss elements ....................... : 0 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Plane strain mode .............................. : no Number of timesteps ............................ : 50 Time step size ................................. : 0.02 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 10 Minimum allowable step size .................. : 1e-10 Maximum allowable step size .................. : 0.02 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 Displacement convergence tolerance ............. : 0.001 Energy convergence tolerance ................... : 0.01 Residual convergence tolerance ................. : 0 Minimal residual value ......................... : 1e-20 Linesearch convergence tolerance ............... : 0.9 Minimum line search size ....................... : 0.01 Maximum number of line search iterations ....... : 5 Max condition number ........................... : 100000 OUTPUT DATA =========================================================================== plot level ................................ : must points only plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) Surface Variables: contact gap (type = float, format = COMP) contact pressure (type = float, format = COMP) contact traction (type = vec3f, format = COMP) MATERIAL DATA =========================================================================== 1 - Rigid (type: rigid body) density ........................................... : 7e-09 density ........................................... : 7e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0,0,0 --------------------------------------------------------------------------- 2 - NeoHook (type: neo-Hookean) density ........................................... : 1e-09 E ................................................. : 10 v ................................................. : 0.1 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : 0.00063508, -0.000121452, 12.4623 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: facet-to-facet sliding penalty ........................................... : 10 auto_penalty ...................................... : 0 laugon ............................................ : 1 tolerance ......................................... : 0.01 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 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 1 : 0.02 ===== 1 Nonlinear solution status: time= 0.02 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.032999e-25 4.577541e-25 0.000000e+00 energy 1.670441e-27 6.708103e-28 1.670441e-29 displacement 3.046068e-29 3.046068e-29 3.046068e-35 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 0.000000e+00 1.000000e-02 gap function : 0.000000e+00 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 0.02 Data Record #1 =========================================================================== Step = 1 Time = 0.02 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 2 : 0.04 ===== 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 4.577541e-25 1.451956e-24 0.000000e+00 energy 2.556534e-27 3.292190e-27 2.556534e-29 displacement 2.682019e-29 2.682019e-29 2.682019e-35 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 0.000000e+00 1.000000e-02 gap function : 0.000000e+00 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 0.04 Data Record #1 =========================================================================== Step = 2 Time = 0.04 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 3 : 0.06 ===== 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 1.451956e-24 9.180174e-25 0.000000e+00 energy 7.615201e-27 4.188033e-27 7.615201e-29 displacement 6.209637e-29 6.209637e-29 6.209637e-35 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 0.000000e+00 1.000000e-02 gap function : 0.000000e+00 *** convergence summary number of iterations : 1 number of reformations : 0 ------- converged at time : 0.06 Data Record #1 =========================================================================== Step = 3 Time = 0.06 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 4 : 0.08 ===== 1 Nonlinear solution status: time= 0.08 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 9.180174e-25 1.510976e+03 0.000000e+00 energy 5.728498e-27 1.445710e-14 5.728498e-29 displacement 5.626356e-29 1.406589e-29 1.406589e-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= 0.08 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.510976e+03 1.569751e+01 0.000000e+00 energy 1.445710e-14 1.911172e-01 1.445710e-16 displacement 5.626356e-29 6.842519e-03 6.842519e-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= 0.08 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 3.357164e-06 0.000000e+00 energy 1.911172e-01 4.969746e-05 1.911172e-03 displacement 5.626356e-29 1.958961e-03 1.105785e-08 4 Nonlinear solution status: time= 0.08 stiffness updates = 1 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 1.147052e-12 0.000000e+00 energy 1.911172e-01 5.943448e-12 1.911172e-03 displacement 5.626356e-29 6.512688e-10 1.105631e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.000000e+00 1.000000e-02 gap function : 2.219623e-02 *** 5 Nonlinear solution status: time= 0.08 stiffness updates = 1 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 7.481418e-06 0.000000e+00 energy 1.911172e-01 5.603695e-05 1.911172e-03 displacement 5.626356e-29 8.374357e-04 1.797930e-08 6 Nonlinear solution status: time= 0.08 stiffness updates = 2 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 1.187814e-12 0.000000e+00 energy 1.911172e-01 2.151508e-12 1.911172e-03 displacement 5.626356e-29 5.238058e-10 1.797827e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.175667e-01 1.000000e-02 gap function : 6.212988e-03 *** 7 Nonlinear solution status: time= 0.08 stiffness updates = 2 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 4.951736e-07 0.000000e+00 energy 1.911172e-01 3.560762e-06 1.911172e-03 displacement 5.626356e-29 6.374256e-05 2.018207e-08 8 Nonlinear solution status: time= 0.08 stiffness updates = 3 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 9.130906e-14 0.000000e+00 energy 1.911172e-01 2.426790e-13 1.911172e-03 displacement 5.626356e-29 1.652130e-11 2.018189e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 5.916542e-02 1.000000e-02 gap function : 2.157667e-03 *** 9 Nonlinear solution status: time= 0.08 stiffness updates = 3 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 3.346579e-09 0.000000e+00 energy 1.911172e-01 7.797914e-08 1.911172e-03 displacement 5.626356e-29 4.915913e-06 2.081301e-08 10 Nonlinear solution status: time= 0.08 stiffness updates = 4 right hand side evaluations = 16 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 1.206035e-15 0.000000e+00 energy 1.911172e-01 3.964341e-15 1.911172e-03 displacement 5.626356e-29 1.723755e-13 2.081299e-08 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 1.959104e-02 1.000000e-02 gap function : 1.382149e-03 *** 11 Nonlinear solution status: time= 0.08 stiffness updates = 4 right hand side evaluations = 18 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 4.164138e-10 0.000000e+00 energy 1.911172e-01 3.560779e-09 1.911172e-03 displacement 5.626356e-29 4.271532e-07 2.098959e-08 12 Nonlinear solution status: time= 0.08 stiffness updates = 5 right hand side evaluations = 19 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.569751e+01 7.191793e-16 0.000000e+00 energy 1.911172e-01 2.806559e-15 1.911172e-03 displacement 5.626356e-29 5.013279e-14 2.098959e-08 ........................ augmentation # 5 sliding interface # 1 CURRENT REQUIRED normal force : 9.793187e-03 1.000000e-02 gap function : 1.231188e-03 *** convergence summary number of iterations : 12 number of reformations : 0 ------- converged at time : 0.08 Data Record #1 =========================================================================== Step = 4 Time = 0.08 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.0182574 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 5 : 0.0982574 ===== 1 Nonlinear solution status: time= 0.0982574 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 6.149643e+01 0.000000e+00 energy 4.219543e+00 7.910081e-01 4.219543e-02 displacement 1.418537e-02 1.418537e-02 1.418537e-08 2 Nonlinear solution status: time= 0.0982574 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.544520 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 6.526933e+01 0.000000e+00 energy 4.219543e+00 3.790441e-01 4.219543e-02 displacement 1.418537e-02 4.726638e-03 3.095877e-08 3 Nonlinear solution status: time= 0.0982574 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 9.186630e-01 0.000000e+00 energy 4.219543e+00 2.105710e-02 4.219543e-02 displacement 1.418537e-02 8.491399e-04 2.217464e-08 4 Nonlinear solution status: time= 0.0982574 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 9.173253e-02 0.000000e+00 energy 4.219543e+00 1.182848e-03 4.219543e-02 displacement 1.418537e-02 2.278292e-05 2.103866e-08 5 Nonlinear solution status: time= 0.0982574 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 2.467581e-03 0.000000e+00 energy 4.219543e+00 2.513509e-05 4.219543e-02 displacement 1.418537e-02 2.259141e-06 2.128896e-08 6 Nonlinear solution status: time= 0.0982574 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.942330e-03 0.000000e+00 energy 4.219543e+00 1.753599e-05 4.219543e-02 displacement 1.418537e-02 2.680123e-07 2.132008e-08 7 Nonlinear solution status: time= 0.0982574 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.678894e-05 0.000000e+00 energy 4.219543e+00 2.121759e-07 4.219543e-02 displacement 1.418537e-02 5.979623e-08 2.130155e-08 8 Nonlinear solution status: time= 0.0982574 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 5.845008e-06 0.000000e+00 energy 4.219543e+00 7.022402e-08 4.219543e-02 displacement 1.418537e-02 1.238973e-09 2.129989e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.094544e-01 1.000000e-02 gap function : 1.309846e-02 *** 9 Nonlinear solution status: time= 0.0982574 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.460023e+00 0.000000e+00 energy 4.219543e+00 8.038455e-03 4.219543e-02 displacement 1.418537e-02 7.544381e-04 2.986718e-08 10 Nonlinear solution status: time= 0.0982574 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.750433e-01 0.000000e+00 energy 4.219543e+00 2.152481e-03 4.219543e-02 displacement 1.418537e-02 7.161595e-05 2.906895e-08 11 Nonlinear solution status: time= 0.0982574 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 8.930667e-03 0.000000e+00 energy 4.219543e+00 1.246352e-04 4.219543e-02 displacement 1.418537e-02 7.671123e-06 2.898416e-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= 0.0982574 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.311339e-13 0.000000e+00 energy 4.219543e+00 3.521078e-11 4.219543e-02 displacement 1.418537e-02 3.048942e-07 2.899764e-08 13 Nonlinear solution status: time= 0.0982574 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 5.599011e-23 0.000000e+00 energy 4.219543e+00 5.691387e-23 4.219543e-02 displacement 1.418537e-02 2.175557e-17 2.899764e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.050194e-01 1.000000e-02 gap function : 4.617584e-03 *** 14 Nonlinear solution status: time= 0.0982574 stiffness updates = 1 right hand side evaluations = 18 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 2.458636e-02 0.000000e+00 energy 4.219543e+00 3.417014e-04 4.219543e-02 displacement 1.418537e-02 3.567326e-05 3.038154e-08 15 Nonlinear solution status: time= 0.0982574 stiffness updates = 2 right hand side evaluations = 19 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.715077e-03 0.000000e+00 energy 4.219543e+00 2.692077e-05 4.219543e-02 displacement 1.418537e-02 6.251517e-07 3.055774e-08 16 Nonlinear solution status: time= 0.0982574 stiffness updates = 3 right hand side evaluations = 20 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.316296e-05 0.000000e+00 energy 4.219543e+00 2.333161e-07 4.219543e-02 displacement 1.418537e-02 1.060462e-07 3.061613e-08 17 Nonlinear solution status: time= 0.0982574 stiffness updates = 4 right hand side evaluations = 21 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 1.007381e-06 0.000000e+00 energy 4.219543e+00 1.566779e-08 4.219543e-02 displacement 1.418537e-02 4.475310e-10 3.061610e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 3.799503e-02 1.000000e-02 gap function : 2.090748e-03 *** 18 Nonlinear solution status: time= 0.0982574 stiffness updates = 4 right hand side evaluations = 23 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 6.754740e-04 0.000000e+00 energy 4.219543e+00 4.961170e-05 4.219543e-02 displacement 1.418537e-02 5.607509e-06 3.104557e-08 19 Nonlinear solution status: time= 0.0982574 stiffness updates = 5 right hand side evaluations = 24 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 9.610227e-07 0.000000e+00 energy 4.219543e+00 3.392995e-08 4.219543e-02 displacement 1.418537e-02 5.625573e-09 3.105775e-08 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 1.682541e-02 1.000000e-02 gap function : 1.399686e-03 *** 20 Nonlinear solution status: time= 0.0982574 stiffness updates = 5 right hand side evaluations = 26 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 5.483638e-04 0.000000e+00 energy 4.219543e+00 9.223690e-06 4.219543e-02 displacement 1.418537e-02 1.343801e-06 3.120374e-08 21 Nonlinear solution status: time= 0.0982574 stiffness updates = 6 right hand side evaluations = 27 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.867684e+03 4.885794e-05 0.000000e+00 energy 4.219543e+00 7.413085e-07 4.219543e-02 displacement 1.418537e-02 2.065257e-08 3.121350e-08 ........................ augmentation # 5 sliding interface # 1 CURRENT REQUIRED normal force : 8.832934e-03 1.000000e-02 gap function : 1.035680e-03 *** convergence summary number of iterations : 21 number of reformations : 0 ------- converged at time : 0.0982574 Data Record #1 =========================================================================== Step = 5 Time = 0.0982574186 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.0125988 MUST POINT CONTROLLER: adjusting time step. dt = 0.00174258 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 6 : 0.1 ===== 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 3.304272e+01 5.989875e-02 0.000000e+00 energy 8.030377e-02 2.386518e-03 8.030377e-04 displacement 3.216760e-04 3.216760e-04 3.216760e-10 2 Nonlinear solution status: time= 0.1 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 1.625366e-02 0.000000e+00 energy 8.030377e-02 2.040490e-04 8.030377e-04 displacement 3.216760e-04 4.513486e-06 3.653231e-10 3 Nonlinear solution status: time= 0.1 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 9.857587e-05 0.000000e+00 energy 8.030377e-02 5.067919e-06 8.030377e-04 displacement 3.216760e-04 4.865650e-07 3.488686e-10 4 Nonlinear solution status: time= 0.1 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 1.890076e-06 0.000000e+00 energy 8.030377e-02 3.818110e-08 8.030377e-04 displacement 3.216760e-04 5.338262e-09 3.479088e-10 5 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 1.001263e-07 0.000000e+00 energy 8.030377e-02 2.337481e-09 8.030377e-04 displacement 3.216760e-04 1.045259e-10 3.478146e-10 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.482812e-02 1.000000e-02 gap function : 2.166882e-03 *** 6 Nonlinear solution status: time= 0.1 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 8.104369e-03 0.000000e+00 energy 8.030377e-02 1.787495e-04 8.030377e-04 displacement 3.216760e-04 2.292148e-05 5.452516e-10 7 Nonlinear solution status: time= 0.1 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 2.027795e-04 0.000000e+00 energy 8.030377e-02 3.778079e-06 8.030377e-04 displacement 3.216760e-04 4.180434e-07 5.350917e-10 8 Nonlinear solution status: time= 0.1 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 2.590337e-07 0.000000e+00 energy 8.030377e-02 7.818318e-09 8.030377e-04 displacement 3.216760e-04 6.379605e-09 5.342955e-10 9 Nonlinear solution status: time= 0.1 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.304272e+01 2.183676e-10 0.000000e+00 energy 8.030377e-02 7.141875e-12 8.030377e-04 displacement 3.216760e-04 9.627208e-12 5.342803e-10 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.091468e-03 1.000000e-02 gap function : 1.345682e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 6 Time = 0.1 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00273017 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 7 : 0.10273 ===== 1 Nonlinear solution status: time= 0.10273 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 3.723848e-01 0.000000e+00 energy 2.250703e-01 1.243049e-02 2.250703e-03 displacement 8.904273e-04 8.904273e-04 8.904273e-10 2 Nonlinear solution status: time= 0.10273 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 1.566224e-01 0.000000e+00 energy 2.250703e-01 1.463558e-03 2.250703e-03 displacement 8.904273e-04 2.333782e-05 1.097199e-09 3 Nonlinear solution status: time= 0.10273 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 3.713353e-04 0.000000e+00 energy 2.250703e-01 1.120557e-06 2.250703e-03 displacement 8.904273e-04 3.478747e-06 1.015042e-09 4 Nonlinear solution status: time= 0.10273 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 3.141955e-05 0.000000e+00 energy 2.250703e-01 5.947370e-07 2.250703e-03 displacement 8.904273e-04 2.101750e-08 1.011657e-09 5 Nonlinear solution status: time= 0.10273 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 1.016516e-08 0.000000e+00 energy 2.250703e-01 7.880192e-10 2.250703e-03 displacement 8.904273e-04 9.924349e-10 1.012383e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.344089e-02 1.000000e-02 gap function : 3.475011e-03 *** 6 Nonlinear solution status: time= 0.10273 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 5.219065e-03 0.000000e+00 energy 2.250703e-01 3.510145e-05 2.250703e-03 displacement 8.904273e-04 7.751628e-05 1.624740e-09 7 Nonlinear solution status: time= 0.10273 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 5.727299e-05 0.000000e+00 energy 2.250703e-01 8.596978e-07 2.250703e-03 displacement 8.904273e-04 2.398832e-07 1.620700e-09 8 Nonlinear solution status: time= 0.10273 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 1.071434e-06 0.000000e+00 energy 2.250703e-01 2.430148e-08 2.250703e-03 displacement 8.904273e-04 1.996944e-09 1.618835e-09 9 Nonlinear solution status: time= 0.10273 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.284014e+01 6.542824e-09 0.000000e+00 energy 2.250703e-01 2.799967e-10 2.250703e-03 displacement 8.904273e-04 3.784498e-11 1.618801e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.817868e-03 1.000000e-02 gap function : 1.703293e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.10273 Data Record #1 =========================================================================== Step = 7 Time = 0.102730172 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00366434 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 8 : 0.106395 ===== 1 Nonlinear solution status: time= 0.106395 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 1.190159e-01 0.000000e+00 energy 5.108658e-01 8.359078e-03 5.108658e-03 displacement 1.891187e-03 1.891187e-03 1.891187e-09 2 Nonlinear solution status: time= 0.106395 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 1.063940e-02 0.000000e+00 energy 5.108658e-01 1.922844e-04 5.108658e-03 displacement 1.891187e-03 5.549472e-06 1.998704e-09 3 Nonlinear solution status: time= 0.106395 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 3.001006e-07 0.000000e+00 energy 5.108658e-01 3.918653e-09 5.108658e-03 displacement 1.891187e-03 2.694448e-07 1.971664e-09 4 Nonlinear solution status: time= 0.106395 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 1.856627e-08 0.000000e+00 energy 5.108658e-01 4.461763e-10 5.108658e-03 displacement 1.891187e-03 1.589091e-11 1.971677e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 5.415531e-02 1.000000e-02 gap function : 5.201910e-03 *** 5 Nonlinear solution status: time= 0.106395 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 6.491555e-03 0.000000e+00 energy 5.108658e-01 4.878375e-05 5.108658e-03 displacement 1.891187e-03 1.689267e-04 3.224043e-09 6 Nonlinear solution status: time= 0.106395 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 3.630935e-04 0.000000e+00 energy 5.108658e-01 8.903093e-06 5.108658e-03 displacement 1.891187e-03 3.202478e-07 3.225774e-09 7 Nonlinear solution status: time= 0.106395 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 1.180237e-10 0.000000e+00 energy 5.108658e-01 8.574950e-11 5.108658e-03 displacement 1.891187e-03 1.252381e-08 3.225486e-09 8 Nonlinear solution status: time= 0.106395 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.180837e+02 5.927650e-16 0.000000e+00 energy 5.108658e-01 5.462777e-16 5.108658e-03 displacement 1.891187e-03 1.078602e-15 3.225483e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.270520e-03 1.000000e-02 gap function : 2.654188e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.106395 Data Record #1 =========================================================================== Step = 8 Time = 0.106394513 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0055925 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 9 : 0.111987 ===== 1 Nonlinear solution status: time= 0.111987 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.733250e+02 2.469739e-05 0.000000e+00 energy 1.316695e+00 2.270699e-04 1.316695e-02 displacement 4.680448e-03 4.680448e-03 4.680448e-09 2 Nonlinear solution status: time= 0.111987 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.733250e+02 9.274077e-12 0.000000e+00 energy 1.316695e+00 4.620907e-11 1.316695e-02 displacement 4.680448e-03 2.481782e-09 4.679555e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.674985e-02 1.000000e-02 gap function : 7.641560e-03 *** 3 Nonlinear solution status: time= 0.111987 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.733250e+02 3.891542e-06 0.000000e+00 energy 1.316695e+00 2.415122e-05 1.316695e-02 displacement 4.680448e-03 4.161609e-04 7.704275e-09 4 Nonlinear solution status: time= 0.111987 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.733250e+02 6.665706e-12 0.000000e+00 energy 1.316695e+00 1.252586e-11 1.316695e-02 displacement 4.680448e-03 4.454028e-10 7.703320e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.379171e-02 1.000000e-02 gap function : 3.917064e-03 *** 5 Nonlinear solution status: time= 0.111987 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.733250e+02 7.198503e-07 0.000000e+00 energy 1.316695e+00 2.487068e-06 1.316695e-02 displacement 4.680448e-03 6.512926e-05 8.913965e-09 6 Nonlinear solution status: time= 0.111987 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.733250e+02 7.931314e-13 0.000000e+00 energy 1.316695e+00 1.214790e-13 1.316695e-02 displacement 4.680448e-03 2.272869e-11 8.913741e-09 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 4.635998e-03 1.000000e-02 gap function : 2.358877e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.111987 Data Record #1 =========================================================================== Step = 9 Time = 0.111987017 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.008474 MUST POINT CONTROLLER: adjusting time step. dt = 0.00801298 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 10 : 0.12 ===== 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 1.177001e+03 1.058593e-04 0.000000e+00 energy 2.701892e+00 6.741739e-04 2.701892e-02 displacement 9.602852e-03 9.602852e-03 9.602852e-09 2 Nonlinear solution status: time= 0.12 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 8.085723e-11 0.000000e+00 energy 2.701892e+00 2.777720e-10 2.701892e-02 displacement 9.602852e-03 1.050763e-08 9.600240e-09 3 Nonlinear solution status: time= 0.12 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 2.627505e-16 0.000000e+00 energy 2.701892e+00 1.047495e-15 2.701892e-02 displacement 9.602852e-03 3.400180e-14 9.600250e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.283440e-01 1.000000e-02 gap function : 9.801373e-03 *** 4 Nonlinear solution status: time= 0.12 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 3.211200e-05 0.000000e+00 energy 2.701892e+00 4.095723e-05 2.701892e-02 displacement 9.602852e-03 6.887059e-04 1.510780e-08 5 Nonlinear solution status: time= 0.12 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 5.917894e-11 0.000000e+00 energy 2.701892e+00 4.392300e-11 2.701892e-02 displacement 9.602852e-03 2.649348e-09 1.511084e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.972474e-02 1.000000e-02 gap function : 4.768333e-03 *** 6 Nonlinear solution status: time= 0.12 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 2.239380e-06 0.000000e+00 energy 2.701892e+00 5.686396e-06 2.701892e-02 displacement 9.602852e-03 1.070436e-04 1.727272e-08 7 Nonlinear solution status: time= 0.12 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 3.375452e-12 0.000000e+00 energy 2.701892e+00 3.715673e-12 2.701892e-02 displacement 9.602852e-03 5.241816e-11 1.727209e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.272078e-02 1.000000e-02 gap function : 2.872757e-03 *** 8 Nonlinear solution status: time= 0.12 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 1.181070e-07 0.000000e+00 energy 2.701892e+00 4.701620e-07 2.701892e-02 displacement 9.602852e-03 3.091737e-05 1.835208e-08 9 Nonlinear solution status: time= 0.12 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.177001e+03 1.826712e-13 0.000000e+00 energy 2.701892e+00 1.718633e-13 2.701892e-02 displacement 9.602852e-03 3.634564e-12 1.835205e-08 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 9.578442e-03 1.000000e-02 gap function : 1.975074e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.12 Data Record #1 =========================================================================== Step = 10 Time = 0.12 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00866139 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 11 : 0.128661 ===== 1 Nonlinear solution status: time= 0.128661 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 1.476292e-04 0.000000e+00 energy 3.154845e+00 8.614464e-04 3.154845e-02 displacement 1.120998e-02 1.120998e-02 1.120998e-08 2 Nonlinear solution status: time= 0.128661 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 1.302817e-10 0.000000e+00 energy 3.154845e+00 4.081796e-10 3.154845e-02 displacement 1.120998e-02 1.444331e-08 1.120671e-08 3 Nonlinear solution status: time= 0.128661 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 5.072698e-16 0.000000e+00 energy 3.154845e+00 1.851711e-15 3.154845e-02 displacement 1.120998e-02 5.504508e-14 1.120672e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.364604e-01 1.000000e-02 gap function : 1.015295e-02 *** 4 Nonlinear solution status: time= 0.128661 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 3.920945e-05 0.000000e+00 energy 3.154845e+00 5.162178e-05 3.154845e-02 displacement 1.120998e-02 7.345153e-04 1.735710e-08 5 Nonlinear solution status: time= 0.128661 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 8.609136e-11 0.000000e+00 energy 3.154845e+00 6.378387e-11 3.154845e-02 displacement 1.120998e-02 3.420673e-09 1.736099e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.713816e-02 1.000000e-02 gap function : 4.861572e-03 *** 6 Nonlinear solution status: time= 0.128661 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 2.839103e-06 0.000000e+00 energy 3.154845e+00 6.395438e-06 3.154845e-02 displacement 1.120998e-02 1.094452e-04 1.970976e-08 7 Nonlinear solution status: time= 0.128661 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 5.382899e-12 0.000000e+00 energy 3.154845e+00 5.756218e-12 3.154845e-02 displacement 1.120998e-02 6.438432e-11 1.970901e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.719947e-02 1.000000e-02 gap function : 2.923125e-03 *** 8 Nonlinear solution status: time= 0.128661 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 1.696623e-07 0.000000e+00 energy 3.154845e+00 5.554736e-07 3.154845e-02 displacement 1.120998e-02 3.125595e-05 2.086023e-08 9 Nonlinear solution status: time= 0.128661 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 3.019046e-13 0.000000e+00 energy 3.154845e+00 3.028074e-13 3.154845e-02 displacement 1.120998e-02 4.346381e-12 2.086021e-08 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 1.171922e-02 1.000000e-02 gap function : 2.015283e-03 *** 10 Nonlinear solution status: time= 0.128661 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 7.501408e-09 0.000000e+00 energy 3.154845e+00 5.162334e-08 3.154845e-02 displacement 1.120998e-02 1.117718e-05 2.152377e-08 11 Nonlinear solution status: time= 0.128661 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.375193e+03 1.971661e-14 0.000000e+00 energy 3.154845e+00 2.750763e-14 3.154845e-02 displacement 1.120998e-02 4.356614e-13 2.152378e-08 ........................ augmentation # 5 sliding interface # 1 CURRENT REQUIRED normal force : 9.479450e-03 1.000000e-02 gap function : 1.572233e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.128661 Data Record #1 =========================================================================== Step = 11 Time = 0.128661392 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00825831 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 12 : 0.13692 ===== 1 Nonlinear solution status: time= 0.13692 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 1.247337e-04 0.000000e+00 energy 2.866042e+00 7.557298e-04 2.866042e-02 displacement 1.018117e-02 1.018117e-02 1.018117e-08 2 Nonlinear solution status: time= 0.13692 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 9.893867e-11 0.000000e+00 energy 2.866042e+00 3.203418e-10 2.866042e-02 displacement 1.018117e-02 1.202756e-08 1.017836e-08 3 Nonlinear solution status: time= 0.13692 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 3.594549e-16 0.000000e+00 energy 2.866042e+00 1.361127e-15 2.866042e-02 displacement 1.018117e-02 4.201799e-14 1.017838e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.156271e-01 1.000000e-02 gap function : 9.397404e-03 *** 4 Nonlinear solution status: time= 0.13692 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 2.931234e-05 0.000000e+00 energy 2.866042e+00 4.589454e-05 2.866042e-02 displacement 1.018117e-02 6.223744e-04 1.559132e-08 5 Nonlinear solution status: time= 0.13692 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 5.966461e-11 0.000000e+00 energy 2.866042e+00 5.315462e-11 2.866042e-02 displacement 1.018117e-02 2.749650e-09 1.559480e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.445691e-02 1.000000e-02 gap function : 4.423269e-03 *** 6 Nonlinear solution status: time= 0.13692 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 2.193850e-06 0.000000e+00 energy 2.866042e+00 4.972736e-06 2.866042e-02 displacement 1.018117e-02 8.759457e-05 1.759707e-08 7 Nonlinear solution status: time= 0.13692 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 4.181415e-12 0.000000e+00 energy 2.866042e+00 4.770493e-12 2.866042e-02 displacement 1.018117e-02 4.933658e-11 1.759645e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.670411e-02 1.000000e-02 gap function : 2.682579e-03 *** 8 Nonlinear solution status: time= 0.13692 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 1.519604e-07 0.000000e+00 energy 2.866042e+00 4.583679e-07 2.866042e-02 displacement 1.018117e-02 2.451158e-05 1.855413e-08 9 Nonlinear solution status: time= 0.13692 stiffness updates = 5 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 2.493233e-13 0.000000e+00 energy 2.866042e+00 2.817724e-13 2.866042e-02 displacement 1.018117e-02 3.295277e-12 1.855411e-08 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 1.121963e-02 1.000000e-02 gap function : 2.037364e-03 *** 10 Nonlinear solution status: time= 0.13692 stiffness updates = 5 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 6.527260e-09 0.000000e+00 energy 2.866042e+00 4.150400e-08 2.866042e-02 displacement 1.018117e-02 8.781574e-06 1.910031e-08 11 Nonlinear solution status: time= 0.13692 stiffness updates = 6 right hand side evaluations = 16 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.250175e+03 1.458441e-14 0.000000e+00 energy 2.866042e+00 2.269538e-14 2.866042e-02 displacement 1.018117e-02 3.106274e-13 1.910031e-08 ........................ augmentation # 5 sliding interface # 1 CURRENT REQUIRED normal force : 8.797647e-03 1.000000e-02 gap function : 1.504575e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.13692 Data Record #1 =========================================================================== Step = 12 Time = 0.136919705 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00787399 MUST POINT CONTROLLER: adjusting time step. dt = 0.0030803 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 13 : 0.14 ===== 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 1.739294e+02 2.455999e-06 0.000000e+00 energy 3.984677e-01 3.956516e-05 3.984677e-03 displacement 1.415193e-03 1.415193e-03 1.415193e-09 2 Nonlinear solution status: time= 0.14 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.739294e+02 2.689868e-13 0.000000e+00 energy 3.984677e-01 2.315375e-12 3.984677e-03 displacement 1.415193e-03 2.346639e-10 1.415049e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.488560e-02 1.000000e-02 gap function : 4.371845e-03 *** 3 Nonlinear solution status: time= 0.14 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.739294e+02 3.124108e-07 0.000000e+00 energy 3.984677e-01 3.431534e-06 3.984677e-03 displacement 1.415193e-03 1.031560e-04 2.228557e-09 4 Nonlinear solution status: time= 0.14 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.739294e+02 1.548663e-13 0.000000e+00 energy 3.984677e-01 4.492929e-13 3.984677e-03 displacement 1.415193e-03 3.338896e-11 2.228416e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.702937e-02 1.000000e-02 gap function : 2.273681e-03 *** 5 Nonlinear solution status: time= 0.14 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.739294e+02 5.825273e-08 0.000000e+00 energy 3.984677e-01 3.621229e-07 3.984677e-03 displacement 1.415193e-03 1.702789e-05 2.555760e-09 6 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.739294e+02 1.805779e-14 0.000000e+00 energy 3.984677e-01 1.734178e-14 3.984677e-03 displacement 1.415193e-03 1.635997e-12 2.555729e-09 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.023651e-02 1.000000e-02 gap function : 1.666369e-03 *** 7 Nonlinear solution status: time= 0.14 stiffness updates = 3 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.739294e+02 3.054517e-09 0.000000e+00 energy 3.984677e-01 3.283566e-08 3.984677e-03 displacement 1.415193e-03 5.201702e-06 2.723275e-09 8 Nonlinear solution status: time= 0.14 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.739294e+02 9.119987e-16 0.000000e+00 energy 3.984677e-01 1.163242e-15 3.984677e-03 displacement 1.415193e-03 1.094301e-13 2.723275e-09 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 7.923413e-03 1.000000e-02 gap function : 1.377616e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.14 Data Record #1 =========================================================================== Step = 13 Time = 0.14 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0050774 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 14 : 0.145077 ===== 1 Nonlinear solution status: time= 0.145077 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 1.830895e-05 0.000000e+00 energy 1.082382e+00 1.781723e-04 1.082382e-02 displacement 3.843847e-03 3.843847e-03 3.843847e-09 2 Nonlinear solution status: time= 0.145077 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 5.418703e-12 0.000000e+00 energy 1.082382e+00 2.805123e-11 1.082382e-02 displacement 3.843847e-03 1.736495e-09 3.843204e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 6.222258e-02 1.000000e-02 gap function : 5.915985e-03 *** 3 Nonlinear solution status: time= 0.145077 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 1.691341e-06 0.000000e+00 energy 1.082382e+00 1.261016e-05 1.082382e-02 displacement 3.843847e-03 2.394107e-04 5.906646e-09 4 Nonlinear solution status: time= 0.145077 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 2.314342e-12 0.000000e+00 energy 1.082382e+00 4.814433e-12 1.082382e-02 displacement 3.843847e-03 2.002043e-10 5.906131e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.158253e-02 1.000000e-02 gap function : 2.950270e-03 *** 5 Nonlinear solution status: time= 0.145077 stiffness updates = 2 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 3.432942e-07 0.000000e+00 energy 1.082382e+00 1.199967e-06 1.082382e-02 displacement 3.843847e-03 3.399192e-05 6.672730e-09 6 Nonlinear solution status: time= 0.145077 stiffness updates = 3 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 3.354525e-13 0.000000e+00 energy 1.082382e+00 2.617068e-13 1.082382e-02 displacement 3.843847e-03 9.678469e-12 6.672604e-09 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.184388e-02 1.000000e-02 gap function : 1.952423e-03 *** 7 Nonlinear solution status: time= 0.145077 stiffness updates = 3 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 2.361857e-08 0.000000e+00 energy 1.082382e+00 1.120717e-07 1.082382e-02 displacement 3.843847e-03 9.600759e-06 7.040838e-09 8 Nonlinear solution status: time= 0.145077 stiffness updates = 4 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.725745e+02 1.933035e-14 0.000000e+00 energy 1.082382e+00 1.624321e-14 1.082382e-02 displacement 3.843847e-03 5.990459e-13 7.040841e-09 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 8.566946e-03 1.000000e-02 gap function : 1.506983e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.145077 Data Record #1 =========================================================================== Step = 14 Time = 0.145077396 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00683877 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 15 : 0.151916 ===== 1 Nonlinear solution status: time= 0.151916 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 7.921237e-02 0.000000e+00 energy 1.962787e+00 1.168332e-02 1.962787e-02 displacement 6.969658e-03 6.969658e-03 6.969658e-09 2 Nonlinear solution status: time= 0.151916 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 1.038483e-02 0.000000e+00 energy 1.962787e+00 1.700671e-04 1.962787e-02 displacement 6.969658e-03 7.173440e-06 7.139753e-09 3 Nonlinear solution status: time= 0.151916 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 7.107103e-05 0.000000e+00 energy 1.962787e+00 8.617841e-07 1.962787e-02 displacement 6.969658e-03 4.585879e-07 7.089934e-09 4 Nonlinear solution status: time= 0.151916 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 1.219124e-05 0.000000e+00 energy 1.962787e+00 1.611558e-07 1.962787e-02 displacement 6.969658e-03 5.555626e-09 7.091004e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 7.305201e-02 1.000000e-02 gap function : 7.204977e-03 *** 5 Nonlinear solution status: time= 0.151916 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 1.304100e-01 0.000000e+00 energy 1.962787e+00 2.608140e-03 1.962787e-02 displacement 6.969658e-03 3.591781e-04 1.046955e-08 6 Nonlinear solution status: time= 0.151916 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 4.910415e-03 0.000000e+00 energy 1.962787e+00 8.124524e-05 1.962787e-02 displacement 6.969658e-03 6.620730e-06 1.064794e-08 7 Nonlinear solution status: time= 0.151916 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 6.970965e-05 0.000000e+00 energy 1.962787e+00 1.843709e-06 1.962787e-02 displacement 6.969658e-03 3.909962e-07 1.068259e-08 8 Nonlinear solution status: time= 0.151916 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 4.326214e-07 0.000000e+00 energy 1.962787e+00 2.222244e-08 1.962787e-02 displacement 6.969658e-03 4.222687e-09 1.067931e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.589812e-02 1.000000e-02 gap function : 3.972478e-03 *** 9 Nonlinear solution status: time= 0.151916 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 9.412561e-03 0.000000e+00 energy 1.962787e+00 2.764552e-04 1.962787e-02 displacement 6.969658e-03 5.654214e-05 1.198995e-08 10 Nonlinear solution status: time= 0.151916 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 1.833631e-04 0.000000e+00 energy 1.962787e+00 5.025705e-06 1.962787e-02 displacement 6.969658e-03 4.909109e-07 1.205726e-08 11 Nonlinear solution status: time= 0.151916 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 4.816785e-07 0.000000e+00 energy 1.962787e+00 2.450766e-08 1.962787e-02 displacement 6.969658e-03 1.824859e-08 1.206139e-08 12 Nonlinear solution status: time= 0.151916 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 6.967574e-10 0.000000e+00 energy 1.962787e+00 4.106467e-11 1.962787e-02 displacement 6.969658e-03 1.854139e-11 1.206092e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.384537e-02 1.000000e-02 gap function : 2.422321e-03 *** 13 Nonlinear solution status: time= 0.151916 stiffness updates = 9 right hand side evaluations = 17 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 5.122627e-04 0.000000e+00 energy 1.962787e+00 5.018336e-05 1.962787e-02 displacement 6.969658e-03 1.777454e-05 1.274097e-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 14 Nonlinear solution status: time= 0.151916 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 2.408798e-16 0.000000e+00 energy 1.962787e+00 9.782812e-13 1.962787e-02 displacement 6.969658e-03 1.683259e-08 1.276046e-08 15 Nonlinear solution status: time= 0.151916 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.573226e+02 1.694609e-24 0.000000e+00 energy 1.962787e+00 6.331863e-24 1.962787e-02 displacement 6.969658e-03 2.320171e-20 1.276046e-08 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 9.357995e-03 1.000000e-02 gap function : 1.800668e-03 *** convergence summary number of iterations : 15 number of reformations : 0 ------- converged at time : 0.151916 Data Record #1 =========================================================================== Step = 15 Time = 0.151916166 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00558383 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 16 : 0.1575 ===== 1 Nonlinear solution status: time= 0.1575 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 1.296877e+00 0.000000e+00 energy 1.307783e+00 5.668897e-02 1.307783e-02 displacement 4.643162e-03 4.643162e-03 4.643162e-09 2 Nonlinear solution status: time= 0.1575 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 8.316845e-01 0.000000e+00 energy 1.307783e+00 6.654538e-03 1.307783e-02 displacement 4.643162e-03 1.198416e-04 5.596644e-09 3 Nonlinear solution status: time= 0.1575 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 5.477877e-03 0.000000e+00 energy 1.307783e+00 1.294685e-04 1.307783e-02 displacement 4.643162e-03 2.236325e-05 5.135180e-09 4 Nonlinear solution status: time= 0.1575 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 1.658849e-03 0.000000e+00 energy 1.307783e+00 1.676721e-05 1.307783e-02 displacement 4.643162e-03 4.912506e-07 5.110761e-09 5 Nonlinear solution status: time= 0.1575 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 1.281806e-05 0.000000e+00 energy 1.307783e+00 4.172918e-07 1.307783e-02 displacement 4.643162e-03 7.364512e-08 5.115464e-09 6 Nonlinear solution status: time= 0.1575 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 1.119340e-06 0.000000e+00 energy 1.307783e+00 1.302715e-08 1.307783e-02 displacement 4.643162e-03 8.171998e-10 5.115350e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 5.314968e-02 1.000000e-02 gap function : 5.179388e-03 *** 7 Nonlinear solution status: time= 0.1575 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 1.357340e-01 0.000000e+00 energy 1.307783e+00 1.743971e-03 1.307783e-02 displacement 4.643162e-03 1.922192e-04 7.178319e-09 8 Nonlinear solution status: time= 0.1575 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 7.359063e-03 0.000000e+00 energy 1.307783e+00 6.162955e-05 1.307783e-02 displacement 4.643162e-03 5.394751e-06 7.280017e-09 9 Nonlinear solution status: time= 0.1575 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 1.251669e-04 0.000000e+00 energy 1.307783e+00 2.168516e-06 1.307783e-02 displacement 4.643162e-03 5.844756e-07 7.303982e-09 10 Nonlinear solution status: time= 0.1575 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 2.806576e-06 0.000000e+00 energy 1.307783e+00 1.652570e-08 1.307783e-02 displacement 4.643162e-03 5.185099e-09 7.301995e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.192656e-02 1.000000e-02 gap function : 3.393779e-03 *** 11 Nonlinear solution status: time= 0.1575 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 3.534858e-02 0.000000e+00 energy 1.307783e+00 5.751859e-04 1.307783e-02 displacement 4.643162e-03 3.157620e-05 8.037673e-09 12 Nonlinear solution status: time= 0.1575 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 1.147600e-03 0.000000e+00 energy 1.307783e+00 1.954809e-05 1.307783e-02 displacement 4.643162e-03 1.760147e-06 8.170206e-09 ************************************************************************* * 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 13 Nonlinear solution status: time= 0.1575 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 7.601611e-15 0.000000e+00 energy 1.307783e+00 1.224777e-11 1.307783e-02 displacement 4.643162e-03 1.232217e-07 8.188633e-09 14 Nonlinear solution status: time= 0.1575 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 2.404773e-24 0.000000e+00 energy 1.307783e+00 4.837174e-22 1.307783e-02 displacement 4.643162e-03 1.242456e-18 8.188633e-09 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 1.309790e-02 1.000000e-02 gap function : 2.291170e-03 *** 15 Nonlinear solution status: time= 0.1575 stiffness updates = 1 right hand side evaluations = 19 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 2.490711e-03 0.000000e+00 energy 1.307783e+00 5.226976e-05 1.307783e-02 displacement 4.643162e-03 1.492858e-05 8.731336e-09 16 Nonlinear solution status: time= 0.1575 stiffness updates = 2 right hand side evaluations = 20 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 9.316970e-05 0.000000e+00 energy 1.307783e+00 2.186119e-06 1.307783e-02 displacement 4.643162e-03 1.406000e-07 8.750281e-09 17 Nonlinear solution status: time= 0.1575 stiffness updates = 3 right hand side evaluations = 21 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.715484e+02 2.287846e-08 0.000000e+00 energy 1.307783e+00 2.075479e-09 1.307783e-02 displacement 4.643162e-03 8.687746e-09 8.752002e-09 ........................ augmentation # 4 sliding interface # 1 CURRENT REQUIRED normal force : 8.455006e-03 1.000000e-02 gap function : 1.811512e-03 *** convergence summary number of iterations : 17 number of reformations : 0 ------- converged at time : 0.1575 Data Record #1 =========================================================================== Step = 16 Time = 0.157499998 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.0042826 MUST POINT CONTROLLER: adjusting time step. dt = 0.0025 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 17 : 0.16 ===== 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 1.059051e+02 1.526775e-01 0.000000e+00 energy 2.615264e-01 6.281393e-03 2.615264e-03 displacement 9.686792e-04 9.686792e-04 9.686792e-10 2 Nonlinear solution status: time= 0.16 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 5.488820e-02 0.000000e+00 energy 2.615264e-01 5.356281e-04 2.615264e-03 displacement 9.686792e-04 1.250532e-05 1.071836e-09 3 Nonlinear solution status: time= 0.16 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 2.739595e-05 0.000000e+00 energy 2.615264e-01 2.206769e-06 2.615264e-03 displacement 9.686792e-04 1.610898e-06 1.028523e-09 4 Nonlinear solution status: time= 0.16 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 7.480729e-07 0.000000e+00 energy 2.615264e-01 1.473104e-08 2.615264e-03 displacement 9.686792e-04 2.069125e-09 1.027452e-09 5 Nonlinear solution status: time= 0.16 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 3.750692e-08 0.000000e+00 energy 2.615264e-01 6.050636e-10 2.615264e-03 displacement 9.686792e-04 4.388708e-11 1.027525e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.711706e-02 1.000000e-02 gap function : 3.466831e-03 *** 6 Nonlinear solution status: time= 0.16 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 7.359443e-03 0.000000e+00 energy 2.615264e-01 3.003788e-04 2.615264e-03 displacement 9.686792e-04 6.386239e-05 1.564569e-09 7 Nonlinear solution status: time= 0.16 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 3.021209e-04 0.000000e+00 energy 2.615264e-01 3.587000e-06 2.615264e-03 displacement 9.686792e-04 3.883162e-07 1.580490e-09 8 Nonlinear solution status: time= 0.16 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 1.567608e-06 0.000000e+00 energy 2.615264e-01 4.323310e-08 2.615264e-03 displacement 9.686792e-04 1.311152e-08 1.582009e-09 9 Nonlinear solution status: time= 0.16 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 3.484828e-09 0.000000e+00 energy 2.615264e-01 6.637958e-12 2.615264e-03 displacement 9.686792e-04 1.159322e-10 1.581873e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.189541e-02 1.000000e-02 gap function : 2.082208e-03 *** 10 Nonlinear solution status: time= 0.16 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 2.973773e-04 0.000000e+00 energy 2.615264e-01 1.689074e-05 2.615264e-03 displacement 9.686792e-04 1.079939e-05 1.798519e-09 11 Nonlinear solution status: time= 0.16 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 7.216742e-06 0.000000e+00 energy 2.615264e-01 1.595027e-07 2.615264e-03 displacement 9.686792e-04 4.575869e-08 1.801616e-09 12 Nonlinear solution status: time= 0.16 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.059051e+02 8.247072e-08 0.000000e+00 energy 2.615264e-01 2.171195e-09 2.615264e-03 displacement 9.686792e-04 5.948191e-10 1.802143e-09 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 7.506511e-03 1.000000e-02 gap function : 1.625956e-03 *** convergence summary number of iterations : 12 number of reformations : 0 ------- converged at time : 0.16 Data Record #1 =========================================================================== Step = 17 Time = 0.16 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00228218 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 18 : 0.162282 ===== 1 Nonlinear solution status: time= 0.162282 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 3.858292e-01 0.000000e+00 energy 2.174713e-01 1.125851e-02 2.174713e-03 displacement 8.392402e-04 8.392402e-04 8.392402e-10 2 Nonlinear solution status: time= 0.162282 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 1.961571e-01 0.000000e+00 energy 2.174713e-01 1.678425e-03 2.174713e-03 displacement 8.392402e-04 3.440392e-05 1.039544e-09 3 Nonlinear solution status: time= 0.162282 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 1.238770e-04 0.000000e+00 energy 2.174713e-01 4.526897e-06 2.174713e-03 displacement 8.392402e-04 5.436530e-06 9.450543e-10 4 Nonlinear solution status: time= 0.162282 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 2.528904e-05 0.000000e+00 energy 2.174713e-01 3.276363e-07 2.174713e-03 displacement 8.392402e-04 1.340839e-08 9.441662e-10 5 Nonlinear solution status: time= 0.162282 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 7.804062e-08 0.000000e+00 energy 2.174713e-01 9.997259e-10 2.174713e-03 displacement 8.392402e-04 1.363605e-09 9.443151e-10 6 Nonlinear solution status: time= 0.162282 stiffness updates = 5 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 1.532076e-08 0.000000e+00 energy 2.174713e-01 1.802548e-10 2.174713e-03 displacement 8.392402e-04 6.136314e-12 9.443073e-10 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.225986e-02 1.000000e-02 gap function : 2.873395e-03 *** 7 Nonlinear solution status: time= 0.162282 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 6.365519e-03 0.000000e+00 energy 2.174713e-01 2.441286e-04 2.174713e-03 displacement 8.392402e-04 4.808735e-05 1.391391e-09 8 Nonlinear solution status: time= 0.162282 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 5.559115e-04 0.000000e+00 energy 2.174713e-01 5.006237e-06 2.174713e-03 displacement 8.392402e-04 3.424314e-07 1.403699e-09 9 Nonlinear solution status: time= 0.162282 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 1.023199e-05 0.000000e+00 energy 2.174713e-01 1.592562e-07 2.174713e-03 displacement 8.392402e-04 2.276631e-08 1.405306e-09 10 Nonlinear solution status: time= 0.162282 stiffness updates = 8 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.161473e+01 6.197523e-08 0.000000e+00 energy 2.174713e-01 8.314968e-10 2.174713e-03 displacement 8.392402e-04 3.588733e-10 1.404964e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 9.484902e-03 1.000000e-02 gap function : 1.758710e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.162282 Data Record #1 =========================================================================== Step = 18 Time = 0.162282179 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 19 : 0.164564 ===== 1 Nonlinear solution status: time= 0.164564 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 1.657251e-01 0.000000e+00 energy 2.730404e-01 8.879982e-03 2.730404e-03 displacement 9.935247e-04 9.935247e-04 9.935247e-10 2 Nonlinear solution status: time= 0.164564 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 3.743577e-02 0.000000e+00 energy 2.730404e-01 4.101667e-04 2.730404e-03 displacement 9.935247e-04 1.166886e-05 1.121270e-09 3 Nonlinear solution status: time= 0.164564 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 1.051307e-04 0.000000e+00 energy 2.730404e-01 1.250974e-06 2.730404e-03 displacement 9.935247e-04 1.056348e-06 1.077406e-09 4 Nonlinear solution status: time= 0.164564 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 2.162447e-05 0.000000e+00 energy 2.730404e-01 2.593489e-07 2.730404e-03 displacement 9.935247e-04 9.932875e-09 1.076876e-09 5 Nonlinear solution status: time= 0.164564 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 3.155446e-08 0.000000e+00 energy 2.730404e-01 5.878787e-10 2.730404e-03 displacement 9.935247e-04 9.344177e-10 1.076941e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.141525e-02 1.000000e-02 gap function : 2.892052e-03 *** 6 Nonlinear solution status: time= 0.164564 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 2.214615e-02 0.000000e+00 energy 2.730404e-01 3.180909e-04 2.730404e-03 displacement 9.935247e-04 5.500378e-05 1.593402e-09 7 Nonlinear solution status: time= 0.164564 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 9.605332e-04 0.000000e+00 energy 2.730404e-01 1.679211e-05 2.730404e-03 displacement 9.935247e-04 1.426439e-06 1.613426e-09 8 Nonlinear solution status: time= 0.164564 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 1.120459e-05 0.000000e+00 energy 2.730404e-01 1.108240e-07 2.730404e-03 displacement 9.935247e-04 5.127644e-08 1.614828e-09 9 Nonlinear solution status: time= 0.164564 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.052238e+02 6.741725e-07 0.000000e+00 energy 2.730404e-01 9.964285e-09 2.730404e-03 displacement 9.935247e-04 6.244881e-10 1.615124e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.393376e-03 1.000000e-02 gap function : 1.716871e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.164564 Data Record #1 =========================================================================== Step = 19 Time = 0.164564358 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00324058 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 20 : 0.167805 ===== 1 Nonlinear solution status: time= 0.167805 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 1.416125e+00 0.000000e+00 energy 6.187763e-01 4.077468e-02 6.187763e-03 displacement 2.179646e-03 2.179646e-03 2.179646e-09 2 Nonlinear solution status: time= 0.167805 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.635159 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 1.414373e-01 0.000000e+00 energy 6.187763e-01 2.265189e-03 6.187763e-03 displacement 2.179646e-03 1.187239e-04 2.746595e-09 3 Nonlinear solution status: time= 0.167805 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 8.672400e-03 0.000000e+00 energy 6.187763e-01 5.045858e-05 6.187763e-03 displacement 2.179646e-03 1.198387e-05 2.591234e-09 4 Nonlinear solution status: time= 0.167805 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 3.624191e-03 0.000000e+00 energy 6.187763e-01 4.528490e-05 6.187763e-03 displacement 2.179646e-03 2.254248e-06 2.561732e-09 5 Nonlinear solution status: time= 0.167805 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 1.450845e-04 0.000000e+00 energy 6.187763e-01 2.272229e-06 6.187763e-03 displacement 2.179646e-03 2.918926e-07 2.576208e-09 6 Nonlinear solution status: time= 0.167805 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 9.007840e-05 0.000000e+00 energy 6.187763e-01 1.066579e-06 6.187763e-03 displacement 2.179646e-03 4.416540e-08 2.576907e-09 7 Nonlinear solution status: time= 0.167805 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 3.319765e-07 0.000000e+00 energy 6.187763e-01 7.979791e-09 6.187763e-03 displacement 2.179646e-03 7.209585e-09 2.575708e-09 8 Nonlinear solution status: time= 0.167805 stiffness updates = 7 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 1.307430e-07 0.000000e+00 energy 6.187763e-01 2.242580e-09 6.187763e-03 displacement 2.179646e-03 8.790744e-11 2.575752e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.189479e-02 1.000000e-02 gap function : 3.108400e-03 *** 9 Nonlinear solution status: time= 0.167805 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 6.196027e-02 0.000000e+00 energy 6.187763e-01 1.213883e-03 6.187763e-03 displacement 2.179646e-03 1.043484e-04 3.650164e-09 10 Nonlinear solution status: time= 0.167805 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 7.283625e-03 0.000000e+00 energy 6.187763e-01 1.575454e-04 6.187763e-03 displacement 2.179646e-03 1.024122e-05 3.609326e-09 11 Nonlinear solution status: time= 0.167805 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 3.453942e-04 0.000000e+00 energy 6.187763e-01 7.208222e-06 6.187763e-03 displacement 2.179646e-03 1.124502e-06 3.601058e-09 ************************************************************************* * 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= 0.167805 stiffness updates = 0 right hand side evaluations = 15 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 1.789282e-15 0.000000e+00 energy 6.187763e-01 2.460063e-13 6.187763e-03 displacement 2.179646e-03 3.845933e-08 3.600922e-09 13 Nonlinear solution status: time= 0.167805 stiffness updates = 1 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.436148e+02 2.844480e-24 0.000000e+00 energy 6.187763e-01 1.452389e-24 6.187763e-03 displacement 2.179646e-03 1.717332e-19 3.600922e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.302030e-03 1.000000e-02 gap function : 1.640209e-03 *** convergence summary number of iterations : 13 number of reformations : 0 ------- converged at time : 0.167805 Data Record #1 =========================================================================== Step = 20 Time = 0.16780494 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00284218 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 21 : 0.170647 ===== 1 Nonlinear solution status: time= 0.170647 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 5.547817e-01 0.000000e+00 energy 6.399637e-01 2.085644e-02 6.399637e-03 displacement 2.352174e-03 2.352174e-03 2.352174e-09 2 Nonlinear solution status: time= 0.170647 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.626949 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 4.489594e-02 0.000000e+00 energy 6.399637e-01 1.227138e-03 6.399637e-03 displacement 2.352174e-03 1.005112e-04 2.761599e-09 3 Nonlinear solution status: time= 0.170647 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 1.090429e-03 0.000000e+00 energy 6.399637e-01 1.956400e-05 6.399637e-03 displacement 2.352174e-03 4.601677e-06 2.678070e-09 4 Nonlinear solution status: time= 0.170647 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 4.934513e-04 0.000000e+00 energy 6.399637e-01 9.593675e-06 6.399637e-03 displacement 2.352174e-03 4.088152e-07 2.670240e-09 5 Nonlinear solution status: time= 0.170647 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 1.583089e-06 0.000000e+00 energy 6.399637e-01 4.232891e-08 6.399637e-03 displacement 2.352174e-03 7.153340e-08 2.674151e-09 6 Nonlinear solution status: time= 0.170647 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 1.699911e-07 0.000000e+00 energy 6.399637e-01 3.468000e-09 6.399637e-03 displacement 2.352174e-03 1.739027e-10 2.674513e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.697007e-02 1.000000e-02 gap function : 3.099286e-03 *** 7 Nonlinear solution status: time= 0.170647 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 1.120509e-01 0.000000e+00 energy 6.399637e-01 2.517138e-03 6.399637e-03 displacement 2.352174e-03 1.561392e-04 4.043766e-09 8 Nonlinear solution status: time= 0.170647 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 1.390977e-03 0.000000e+00 energy 6.399637e-01 3.853310e-06 6.399637e-03 displacement 2.352174e-03 4.862232e-06 3.899870e-09 9 Nonlinear solution status: time= 0.170647 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 7.162986e-05 0.000000e+00 energy 6.399637e-01 1.461643e-06 6.399637e-03 displacement 2.352174e-03 9.651723e-08 3.888164e-09 10 Nonlinear solution status: time= 0.170647 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 7.652218e-06 0.000000e+00 energy 6.399637e-01 1.447945e-07 6.399637e-03 displacement 2.352174e-03 8.869597e-09 3.889021e-09 11 Nonlinear solution status: time= 0.170647 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.633643e+02 5.559367e-07 0.000000e+00 energy 6.399637e-01 9.127631e-09 6.399637e-03 displacement 2.352174e-03 1.114612e-09 3.889520e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.089631e-03 1.000000e-02 gap function : 1.540787e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.170647 Data Record #1 =========================================================================== Step = 21 Time = 0.170647118 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00270991 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 22 : 0.173357 ===== 1 Nonlinear solution status: time= 0.173357 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 9.996255e-02 0.000000e+00 energy 6.870663e-01 6.383062e-03 6.870663e-03 displacement 2.567580e-03 2.567580e-03 2.567580e-09 2 Nonlinear solution status: time= 0.173357 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 4.439235e-02 0.000000e+00 energy 6.870663e-01 7.855901e-04 6.870663e-03 displacement 2.567580e-03 2.784506e-05 2.724792e-09 3 Nonlinear solution status: time= 0.173357 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 4.257320e-04 0.000000e+00 energy 6.870663e-01 5.684535e-06 6.870663e-03 displacement 2.567580e-03 5.980121e-06 2.652286e-09 4 Nonlinear solution status: time= 0.173357 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 5.748723e-05 0.000000e+00 energy 6.870663e-01 7.536873e-07 6.870663e-03 displacement 2.567580e-03 2.311885e-08 2.649997e-09 5 Nonlinear solution status: time= 0.173357 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 3.606504e-07 0.000000e+00 energy 6.870663e-01 7.392605e-09 6.870663e-03 displacement 2.567580e-03 1.913637e-09 2.650763e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.424963e-02 1.000000e-02 gap function : 3.054301e-03 *** 6 Nonlinear solution status: time= 0.173357 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 1.056738e-02 0.000000e+00 energy 6.870663e-01 1.090816e-04 6.870663e-03 displacement 2.567580e-03 1.754322e-04 4.041568e-09 7 Nonlinear solution status: time= 0.173357 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 1.614203e-03 0.000000e+00 energy 6.870663e-01 4.087020e-05 6.870663e-03 displacement 2.567580e-03 3.150243e-06 4.040462e-09 8 Nonlinear solution status: time= 0.173357 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 1.177345e-05 0.000000e+00 energy 6.870663e-01 3.715144e-07 6.870663e-03 displacement 2.567580e-03 1.688145e-07 4.031148e-09 9 Nonlinear solution status: time= 0.173357 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.931564e+02 4.693346e-07 0.000000e+00 energy 6.870663e-01 2.128375e-08 6.870663e-03 displacement 2.567580e-03 2.143144e-09 4.029866e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.873133e-03 1.000000e-02 gap function : 1.616286e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.173357 Data Record #1 =========================================================================== Step = 22 Time = 0.173357028 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00364518 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 23 : 0.177002 ===== 1 Nonlinear solution status: time= 0.177002 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 1.077985e+00 0.000000e+00 energy 1.316812e+00 3.036705e-02 1.316812e-02 displacement 4.895796e-03 4.895796e-03 4.895796e-09 2 Nonlinear solution status: time= 0.177002 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.607812 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 4.160510e-01 0.000000e+00 energy 1.316812e+00 7.187797e-03 1.316812e-02 displacement 4.895796e-03 2.563911e-04 5.822794e-09 3 Nonlinear solution status: time= 0.177002 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 1.293423e-02 0.000000e+00 energy 1.316812e+00 4.919472e-04 1.316812e-02 displacement 4.895796e-03 3.242594e-05 5.389002e-09 4 Nonlinear solution status: time= 0.177002 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 4.463981e-03 0.000000e+00 energy 1.316812e+00 8.350473e-05 1.316812e-02 displacement 4.895796e-03 3.555759e-06 5.311807e-09 5 Nonlinear solution status: time= 0.177002 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 1.002566e-03 0.000000e+00 energy 1.316812e+00 1.691426e-05 1.316812e-02 displacement 4.895796e-03 7.585104e-07 5.303576e-09 6 Nonlinear solution status: time= 0.177002 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 2.044997e-04 0.000000e+00 energy 1.316812e+00 4.217813e-06 1.316812e-02 displacement 4.895796e-03 1.873851e-07 5.328376e-09 7 Nonlinear solution status: time= 0.177002 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 3.257175e-05 0.000000e+00 energy 1.316812e+00 4.982905e-07 1.316812e-02 displacement 4.895796e-03 3.083953e-08 5.318819e-09 8 Nonlinear solution status: time= 0.177002 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 0.609833 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 5.755364e-06 0.000000e+00 energy 1.316812e+00 6.954804e-08 1.316812e-02 displacement 4.895796e-03 4.296974e-09 5.318121e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.667178e-02 1.000000e-02 gap function : 3.462876e-03 *** 9 Nonlinear solution status: time= 0.177002 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 1.241574e-01 0.000000e+00 energy 1.316812e+00 1.389509e-03 1.316812e-02 displacement 4.895796e-03 3.296907e-04 7.881061e-09 10 Nonlinear solution status: time= 0.177002 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 6.820527e-02 0.000000e+00 energy 1.316812e+00 1.104726e-03 1.316812e-02 displacement 4.895796e-03 5.973103e-05 7.809356e-09 11 Nonlinear solution status: time= 0.177002 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 2.025527e-03 0.000000e+00 energy 1.316812e+00 2.602792e-05 1.316812e-02 displacement 4.895796e-03 9.831611e-06 7.810166e-09 ************************************************************************* * 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= 0.177002 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 1.180269e-13 0.000000e+00 energy 1.316812e+00 2.255818e-11 1.316812e-02 displacement 4.895796e-03 5.082554e-07 7.835246e-09 13 Nonlinear solution status: time= 0.177002 stiffness updates = 1 right hand side evaluations = 17 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.702722e+02 4.259800e-23 0.000000e+00 energy 1.316812e+00 1.140229e-20 1.316812e-02 displacement 4.895796e-03 1.587000e-17 7.835246e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.021478e-03 1.000000e-02 gap function : 1.751824e-03 *** convergence summary number of iterations : 13 number of reformations : 0 ------- converged at time : 0.177002 Data Record #1 =========================================================================== Step = 23 Time = 0.177002203 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00319703 MUST POINT CONTROLLER: adjusting time step. dt = 0.0029978 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 24 : 0.18 ===== 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 4.316894e+02 2.301416e-01 0.000000e+00 energy 9.829139e-01 1.581552e-02 9.829139e-03 displacement 3.756702e-03 3.756702e-03 3.756702e-09 2 Nonlinear solution status: time= 0.18 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.625799 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 5.873951e-02 0.000000e+00 energy 9.829139e-01 1.356427e-03 9.829139e-03 displacement 3.756702e-03 4.589342e-05 4.091985e-09 3 Nonlinear solution status: time= 0.18 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 4.760426e-03 0.000000e+00 energy 9.829139e-01 5.502681e-05 9.829139e-03 displacement 3.756702e-03 7.496183e-06 4.010320e-09 4 Nonlinear solution status: time= 0.18 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 1.252187e-03 0.000000e+00 energy 9.829139e-01 2.370301e-05 9.829139e-03 displacement 3.756702e-03 1.040347e-06 3.947516e-09 5 Nonlinear solution status: time= 0.18 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 5.864260e-07 0.000000e+00 energy 9.829139e-01 3.434996e-08 9.829139e-03 displacement 3.756702e-03 9.390281e-08 3.968039e-09 6 Nonlinear solution status: time= 0.18 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 6.355818e-08 0.000000e+00 energy 9.829139e-01 1.767021e-09 9.829139e-03 displacement 3.756702e-03 9.401685e-11 3.967991e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.449570e-02 1.000000e-02 gap function : 3.152640e-03 *** 7 Nonlinear solution status: time= 0.18 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 1.889863e-02 0.000000e+00 energy 9.829139e-01 4.484038e-04 9.829139e-03 displacement 3.756702e-03 2.475094e-04 5.871114e-09 8 Nonlinear solution status: time= 0.18 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 1.025816e-03 0.000000e+00 energy 9.829139e-01 1.684839e-05 9.829139e-03 displacement 3.756702e-03 1.794583e-06 5.934254e-09 9 Nonlinear solution status: time= 0.18 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 3.246729e-05 0.000000e+00 energy 9.829139e-01 4.739486e-07 9.829139e-03 displacement 3.756702e-03 1.353542e-07 5.940352e-09 10 Nonlinear solution status: time= 0.18 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.316894e+02 8.322720e-07 0.000000e+00 energy 9.829139e-01 9.781521e-09 9.829139e-03 displacement 3.756702e-03 3.698301e-09 5.940387e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 2.998012e-03 1.000000e-02 gap function : 1.830022e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.18 Data Record #1 =========================================================================== Step = 24 Time = 0.18 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 25 : 0.182998 ===== 1 Nonlinear solution status: time= 0.182998 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 1.559130e-01 0.000000e+00 energy 1.064178e+00 1.395552e-02 1.064178e-02 displacement 4.037066e-03 4.037066e-03 4.037066e-09 2 Nonlinear solution status: time= 0.182998 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 1.034956e-01 0.000000e+00 energy 1.064178e+00 1.828441e-03 1.064178e-02 displacement 4.037066e-03 5.069542e-05 4.443492e-09 3 Nonlinear solution status: time= 0.182998 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 9.313949e-03 0.000000e+00 energy 1.064178e+00 2.852848e-04 1.064178e-02 displacement 4.037066e-03 1.200509e-05 4.257297e-09 4 Nonlinear solution status: time= 0.182998 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.524302 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 2.262778e-03 0.000000e+00 energy 1.064178e+00 4.019873e-05 1.064178e-02 displacement 4.037066e-03 1.326353e-06 4.223462e-09 5 Nonlinear solution status: time= 0.182998 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 2.188855e-04 0.000000e+00 energy 1.064178e+00 3.817365e-06 1.064178e-02 displacement 4.037066e-03 2.424578e-07 4.217071e-09 6 Nonlinear solution status: time= 0.182998 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 1.340084e-05 0.000000e+00 energy 1.064178e+00 3.810169e-07 1.064178e-02 displacement 4.037066e-03 2.182744e-08 4.222700e-09 7 Nonlinear solution status: time= 0.182998 stiffness updates = 6 right hand side evaluations = 9 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 1.198642e-07 0.000000e+00 energy 1.064178e+00 6.119718e-09 1.064178e-02 displacement 4.037066e-03 1.201471e-09 4.221887e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.474846e-02 1.000000e-02 gap function : 3.034663e-03 *** 8 Nonlinear solution status: time= 0.182998 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 3.457885e-02 0.000000e+00 energy 1.064178e+00 6.255510e-04 1.064178e-02 displacement 4.037066e-03 2.612645e-04 6.197496e-09 9 Nonlinear solution status: time= 0.182998 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 1.147610e-03 0.000000e+00 energy 1.064178e+00 2.531424e-05 1.064178e-02 displacement 4.037066e-03 3.718235e-06 6.133769e-09 10 Nonlinear solution status: time= 0.182998 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 1.892384e-05 0.000000e+00 energy 1.064178e+00 1.421559e-09 1.064178e-02 displacement 4.037066e-03 9.265540e-08 6.135186e-09 11 Nonlinear solution status: time= 0.182998 stiffness updates = 9 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.654102e+02 2.903797e-06 0.000000e+00 energy 1.064178e+00 3.906912e-08 1.064178e-02 displacement 4.037066e-03 1.172812e-09 6.136306e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.020418e-03 1.000000e-02 gap function : 1.850585e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.182998 Data Record #1 =========================================================================== Step = 25 Time = 0.182997797 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00285829 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 26 : 0.185856 ===== 1 Nonlinear solution status: time= 0.185856 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 3.425240e-01 0.000000e+00 energy 9.922143e-01 1.528095e-02 9.922143e-03 displacement 3.789256e-03 3.789256e-03 3.789256e-09 2 Nonlinear solution status: time= 0.185856 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.618251 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 1.225892e-01 0.000000e+00 energy 9.922143e-01 2.376372e-03 9.922143e-03 displacement 3.789256e-03 7.240096e-05 4.163935e-09 3 Nonlinear solution status: time= 0.185856 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 6.185404e-03 0.000000e+00 energy 9.922143e-01 1.645572e-04 9.922143e-03 displacement 3.789256e-03 1.112385e-05 4.044563e-09 4 Nonlinear solution status: time= 0.185856 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 2.104793e-03 0.000000e+00 energy 9.922143e-01 4.100447e-05 9.922143e-03 displacement 3.789256e-03 1.112373e-06 3.990335e-09 5 Nonlinear solution status: time= 0.185856 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 1.125824e-06 0.000000e+00 energy 9.922143e-01 3.414664e-08 9.922143e-03 displacement 3.789256e-03 1.522571e-07 4.009835e-09 6 Nonlinear solution status: time= 0.185856 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 1.182999e-07 0.000000e+00 energy 9.922143e-01 3.401853e-09 9.922143e-03 displacement 3.789256e-03 1.578987e-10 4.009990e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.458793e-02 1.000000e-02 gap function : 2.948180e-03 *** 7 Nonlinear solution status: time= 0.185856 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 4.253835e-02 0.000000e+00 energy 9.922143e-01 9.167082e-04 9.922143e-03 displacement 3.789256e-03 2.423332e-04 5.867365e-09 8 Nonlinear solution status: time= 0.185856 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 4.237323e-03 0.000000e+00 energy 9.922143e-01 1.030821e-04 9.922143e-03 displacement 3.789256e-03 6.373527e-06 5.795393e-09 9 Nonlinear solution status: time= 0.185856 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 4.204441e-05 0.000000e+00 energy 9.922143e-01 9.342161e-07 9.922143e-03 displacement 3.789256e-03 3.099350e-07 5.781779e-09 10 Nonlinear solution status: time= 0.185856 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.349884e+02 3.455862e-06 0.000000e+00 energy 9.922143e-01 1.032301e-07 9.922143e-03 displacement 3.789256e-03 5.056711e-09 5.780054e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.019368e-03 1.000000e-02 gap function : 1.748767e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.185856 Data Record #1 =========================================================================== Step = 26 Time = 0.185856083 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 27 : 0.188714 ===== 1 Nonlinear solution status: time= 0.188714 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 3.653631e-02 0.000000e+00 energy 1.066661e+00 5.158253e-03 1.066661e-02 displacement 4.010403e-03 4.010403e-03 4.010403e-09 2 Nonlinear solution status: time= 0.188714 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 4.430080e-03 0.000000e+00 energy 1.066661e+00 1.072468e-04 1.066661e-02 displacement 4.010403e-03 4.494100e-06 4.117456e-09 3 Nonlinear solution status: time= 0.188714 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 8.533619e-06 0.000000e+00 energy 1.066661e+00 2.374975e-07 1.066661e-02 displacement 4.010403e-03 3.122770e-07 4.089949e-09 4 Nonlinear solution status: time= 0.188714 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 7.367464e-07 0.000000e+00 energy 1.066661e+00 1.949727e-08 1.066661e-02 displacement 4.010403e-03 9.845204e-10 4.089471e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.474408e-02 1.000000e-02 gap function : 2.936352e-03 *** 5 Nonlinear solution status: time= 0.188714 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 1.133314e-02 0.000000e+00 energy 1.066661e+00 2.657663e-04 1.066661e-02 displacement 4.010403e-03 2.161944e-04 5.873057e-09 6 Nonlinear solution status: time= 0.188714 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 2.481474e-04 0.000000e+00 energy 1.066661e+00 5.088188e-06 1.066661e-02 displacement 4.010403e-03 8.367951e-07 5.852558e-09 7 Nonlinear solution status: time= 0.188714 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 7.061057e-06 0.000000e+00 energy 1.066661e+00 1.287539e-07 1.066661e-02 displacement 4.010403e-03 1.644142e-08 5.856731e-09 8 Nonlinear solution status: time= 0.188714 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.621895e+02 7.676916e-08 0.000000e+00 energy 1.066661e+00 2.330825e-09 1.066661e-02 displacement 4.010403e-03 5.825884e-10 5.858045e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 3.390242e-03 1.000000e-02 gap function : 1.755898e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.188714 Data Record #1 =========================================================================== Step = 27 Time = 0.18871437 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00488159 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 28 : 0.193596 ===== 1 Nonlinear solution status: time= 0.193596 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 3.970109e-01 0.000000e+00 energy 3.165902e+00 3.454554e-02 3.165902e-02 displacement 1.185575e-02 1.185575e-02 1.185575e-08 2 Nonlinear solution status: time= 0.193596 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 2.046373e-01 0.000000e+00 energy 3.165902e+00 2.904995e-03 3.165902e-02 displacement 1.185575e-02 7.512255e-05 1.270096e-08 3 Nonlinear solution status: time= 0.193596 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 2.430609e-04 0.000000e+00 energy 3.165902e+00 1.240657e-06 3.165902e-02 displacement 1.185575e-02 1.286662e-05 1.233704e-08 4 Nonlinear solution status: time= 0.193596 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 2.698693e-05 0.000000e+00 energy 3.165902e+00 6.949744e-07 3.165902e-02 displacement 1.185575e-02 2.758085e-08 1.233080e-08 5 Nonlinear solution status: time= 0.193596 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 9.177444e-07 0.000000e+00 energy 3.165902e+00 1.229375e-08 3.165902e-02 displacement 1.185575e-02 1.955771e-09 1.233176e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.327196e-02 1.000000e-02 gap function : 3.785489e-03 *** 6 Nonlinear solution status: time= 0.193596 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 6.420218e-02 0.000000e+00 energy 3.165902e+00 4.952721e-04 3.165902e-02 displacement 1.185575e-02 3.996546e-04 1.667105e-08 7 Nonlinear solution status: time= 0.193596 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 2.749898e-03 0.000000e+00 energy 3.165902e+00 9.089603e-05 3.165902e-02 displacement 1.185575e-02 7.197559e-06 1.666605e-08 8 Nonlinear solution status: time= 0.193596 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 5.391119e-06 0.000000e+00 energy 3.165902e+00 1.098671e-07 3.165902e-02 displacement 1.185575e-02 2.443885e-07 1.665715e-08 9 Nonlinear solution status: time= 0.193596 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.372619e+03 1.568663e-07 0.000000e+00 energy 3.165902e+00 1.593909e-09 3.165902e-02 displacement 1.185575e-02 2.705083e-10 1.665749e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.906440e-03 1.000000e-02 gap function : 1.986479e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.193596 Data Record #1 =========================================================================== Step = 28 Time = 0.193595962 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00569938 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 29 : 0.199295 ===== 1 Nonlinear solution status: time= 0.199295 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 3.110494e-01 0.000000e+00 energy 4.565763e+00 3.448619e-02 4.565763e-02 displacement 1.698212e-02 1.698212e-02 1.698212e-08 2 Nonlinear solution status: time= 0.199295 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 1.904824e-01 0.000000e+00 energy 4.565763e+00 2.283198e-03 4.565763e-02 displacement 1.698212e-02 4.810057e-05 1.766754e-08 3 Nonlinear solution status: time= 0.199295 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 2.940221e-04 0.000000e+00 energy 4.565763e+00 7.492243e-06 4.565763e-02 displacement 1.698212e-02 9.905427e-06 1.738743e-08 4 Nonlinear solution status: time= 0.199295 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 4.069413e-05 0.000000e+00 energy 4.565763e+00 1.022119e-06 4.565763e-02 displacement 1.698212e-02 3.730787e-08 1.737695e-08 5 Nonlinear solution status: time= 0.199295 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 1.395433e-08 0.000000e+00 energy 4.565763e+00 5.077051e-10 4.565763e-02 displacement 1.698212e-02 2.935618e-09 1.737991e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.820007e-02 1.000000e-02 gap function : 4.477386e-03 *** 6 Nonlinear solution status: time= 0.199295 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 5.987179e-02 0.000000e+00 energy 4.565763e+00 1.381011e-03 4.565763e-02 displacement 1.698212e-02 5.318383e-04 2.340982e-08 7 Nonlinear solution status: time= 0.199295 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 5.434112e-04 0.000000e+00 energy 4.565763e+00 1.288007e-05 4.565763e-02 displacement 1.698212e-02 2.386177e-06 2.336793e-08 8 Nonlinear solution status: time= 0.199295 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 1.267760e-05 0.000000e+00 energy 4.565763e+00 1.062504e-07 4.565763e-02 displacement 1.698212e-02 3.614646e-08 2.336260e-08 9 Nonlinear solution status: time= 0.199295 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.975230e+03 4.360084e-07 0.000000e+00 energy 4.565763e+00 9.737455e-09 4.565763e-02 displacement 1.698212e-02 5.881658e-10 2.336513e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.028520e-03 1.000000e-02 gap function : 2.179523e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.199295 Data Record #1 =========================================================================== Step = 29 Time = 0.199295347 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00647294 MUST POINT CONTROLLER: adjusting time step. dt = 0.000704653 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 30 : 0.2 ===== 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 3.134813e+01 1.142922e-05 0.000000e+00 energy 7.235218e-02 1.899219e-05 7.235218e-04 displacement 2.650646e-04 2.650646e-04 2.650646e-10 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 3.134813e+01 8.249288e-08 0.000000e+00 energy 7.235218e-02 3.349555e-09 7.235218e-04 displacement 2.650646e-04 2.142454e-10 2.652361e-10 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 9.034323e-03 1.000000e-02 gap function : 2.462458e-03 *** convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 30 Time = 0.2 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00352327 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 31 : 0.203523 ===== 1 Nonlinear solution status: time= 0.203523 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 6.097364e-02 0.000000e+00 energy 1.838129e+00 7.042658e-03 1.838129e-02 displacement 6.655634e-03 6.655634e-03 6.655634e-09 2 Nonlinear solution status: time= 0.203523 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 1.068042e-02 0.000000e+00 energy 1.838129e+00 1.910787e-04 1.838129e-02 displacement 6.655634e-03 6.047520e-06 6.776492e-09 3 Nonlinear solution status: time= 0.203523 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 8.552956e-07 0.000000e+00 energy 1.838129e+00 3.373097e-08 1.838129e-02 displacement 6.655634e-03 5.811957e-07 6.736288e-09 4 Nonlinear solution status: time= 0.203523 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 2.737155e-08 0.000000e+00 energy 1.838129e+00 8.454371e-10 1.838129e-02 displacement 6.655634e-03 4.165109e-11 6.736227e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.368245e-02 1.000000e-02 gap function : 3.882429e-03 *** 5 Nonlinear solution status: time= 0.203523 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 1.378249e-02 0.000000e+00 energy 1.838129e+00 8.164633e-04 1.838129e-02 displacement 6.655634e-03 3.534186e-04 9.828232e-09 6 Nonlinear solution status: time= 0.203523 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 1.242016e-03 0.000000e+00 energy 1.838129e+00 2.530626e-05 1.838129e-02 displacement 6.655634e-03 1.124568e-06 9.901202e-09 7 Nonlinear solution status: time= 0.203523 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 6.627829e-07 0.000000e+00 energy 1.838129e+00 5.100297e-08 1.838129e-02 displacement 6.655634e-03 1.468570e-07 9.921014e-09 8 Nonlinear solution status: time= 0.203523 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.034045e+02 1.437551e-09 0.000000e+00 energy 1.838129e+00 7.811977e-11 1.838129e-02 displacement 6.655634e-03 1.081439e-11 9.920792e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.992362e-03 1.000000e-02 gap function : 2.234915e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.203523 Data Record #1 =========================================================================== Step = 31 Time = 0.203523265 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00546808 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 32 : 0.208991 ===== 1 Nonlinear solution status: time= 0.208991 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911674e+03 1.705856e-01 0.000000e+00 energy 4.390591e+00 2.171854e-02 4.390591e-02 displacement 1.598197e-02 1.598197e-02 1.598197e-08 2 Nonlinear solution status: time= 0.208991 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911674e+03 2.712483e-02 0.000000e+00 energy 4.390591e+00 4.876962e-04 4.390591e-02 displacement 1.598197e-02 1.541150e-05 1.632109e-08 3 Nonlinear solution status: time= 0.208991 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911674e+03 1.166183e-05 0.000000e+00 energy 4.390591e+00 4.251501e-07 4.390591e-02 displacement 1.598197e-02 1.476966e-06 1.621820e-08 4 Nonlinear solution status: time= 0.208991 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911674e+03 2.012200e-07 0.000000e+00 energy 4.390591e+00 6.430896e-09 4.390591e-02 displacement 1.598197e-02 3.605055e-10 1.621740e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.921620e-02 1.000000e-02 gap function : 4.545353e-03 *** 5 Nonlinear solution status: time= 0.208991 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911674e+03 2.797247e-02 0.000000e+00 energy 4.390591e+00 4.421585e-04 4.390591e-02 displacement 1.598197e-02 5.041872e-04 2.187761e-08 6 Nonlinear solution status: time= 0.208991 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911674e+03 2.105103e-04 0.000000e+00 energy 4.390591e+00 7.915917e-06 4.390591e-02 displacement 1.598197e-02 9.428539e-07 2.187265e-08 7 Nonlinear solution status: time= 0.208991 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.911674e+03 7.771184e-07 0.000000e+00 energy 4.390591e+00 4.301067e-08 4.390591e-02 displacement 1.598197e-02 5.998259e-09 2.187334e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.070405e-03 1.000000e-02 gap function : 2.436526e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.208991 Data Record #1 =========================================================================== Step = 32 Time = 0.208991346 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00830513 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 33 : 0.217296 ===== 1 Nonlinear solution status: time= 0.217296 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 4.586727e-01 0.000000e+00 energy 1.034705e+01 4.905737e-02 1.034705e-01 displacement 3.701261e-02 3.701261e-02 3.701261e-08 2 Nonlinear solution status: time= 0.217296 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 1.093447e-01 0.000000e+00 energy 1.034705e+01 2.093266e-03 1.034705e-01 displacement 3.701261e-02 6.936499e-05 3.810470e-08 3 Nonlinear solution status: time= 0.217296 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 3.186692e-04 0.000000e+00 energy 1.034705e+01 3.529699e-05 1.034705e-01 displacement 3.701261e-02 7.274115e-06 3.771942e-08 4 Nonlinear solution status: time= 0.217296 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 9.514335e-06 0.000000e+00 energy 1.034705e+01 3.304520e-07 1.034705e-01 displacement 3.701261e-02 2.864649e-08 3.770026e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.276189e-02 1.000000e-02 gap function : 6.145511e-03 *** 5 Nonlinear solution status: time= 0.217296 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 1.925991e-02 0.000000e+00 energy 1.034705e+01 5.723210e-05 1.034705e-01 displacement 3.701261e-02 9.967760e-04 4.999394e-08 6 Nonlinear solution status: time= 0.217296 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 8.697505e-04 0.000000e+00 energy 1.034705e+01 2.420317e-05 1.034705e-01 displacement 3.701261e-02 2.325976e-06 4.996738e-08 7 Nonlinear solution status: time= 0.217296 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 2.111114e-05 0.000000e+00 energy 1.034705e+01 5.948770e-07 1.034705e-01 displacement 3.701261e-02 6.321205e-08 4.995268e-08 8 Nonlinear solution status: time= 0.217296 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.570179e+03 2.432890e-07 0.000000e+00 energy 1.034705e+01 1.323264e-08 1.034705e-01 displacement 3.701261e-02 1.794083e-09 4.995060e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 9.224450e-03 1.000000e-02 gap function : 2.916055e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.217296 Data Record #1 =========================================================================== Step = 33 Time = 0.217296472 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00968552 MUST POINT CONTROLLER: adjusting time step. dt = 0.00270353 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 34 : 0.22 ===== 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 4.976947e+02 6.642060e-05 0.000000e+00 energy 1.124954e+00 2.631004e-05 1.124954e-02 displacement 3.987244e-03 3.987244e-03 3.987244e-09 2 Nonlinear solution status: time= 0.22 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976947e+02 9.176200e-06 0.000000e+00 energy 1.124954e+00 2.215640e-07 1.124954e-02 displacement 3.987244e-03 8.649434e-09 3.988812e-09 3 Nonlinear solution status: time= 0.22 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976947e+02 7.493712e-12 0.000000e+00 energy 1.124954e+00 4.021391e-12 1.124954e-02 displacement 3.987244e-03 6.416408e-10 3.988149e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.115304e-02 1.000000e-02 gap function : 3.855619e-03 *** 4 Nonlinear solution status: time= 0.22 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976947e+02 3.223028e-02 0.000000e+00 energy 1.124954e+00 6.519933e-04 1.124954e-02 displacement 3.987244e-03 2.602569e-04 5.975740e-09 5 Nonlinear solution status: time= 0.22 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976947e+02 2.180259e-03 0.000000e+00 energy 1.124954e+00 5.407194e-05 1.124954e-02 displacement 3.987244e-03 2.435358e-06 6.037498e-09 6 Nonlinear solution status: time= 0.22 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976947e+02 1.266853e-07 0.000000e+00 energy 1.124954e+00 2.301111e-08 1.124954e-02 displacement 3.987244e-03 2.667357e-07 6.046588e-09 7 Nonlinear solution status: time= 0.22 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.976947e+02 3.232894e-11 0.000000e+00 energy 1.124954e+00 6.442459e-12 1.124954e-02 displacement 3.987244e-03 2.764452e-12 6.046376e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.029994e-03 1.000000e-02 gap function : 2.481619e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.22 Data Record #1 =========================================================================== Step = 34 Time = 0.22 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00608029 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 35 : 0.22608 ===== 1 Nonlinear solution status: time= 0.22608 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517341e+03 1.151784e-04 0.000000e+00 energy 5.688821e+00 9.541628e-04 5.688821e-02 displacement 2.015640e-02 2.015640e-02 2.015640e-08 2 Nonlinear solution status: time= 0.22608 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517341e+03 2.865264e-06 0.000000e+00 energy 5.688821e+00 6.913947e-08 5.688821e-02 displacement 2.015640e-02 5.748684e-09 2.014981e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.383190e-02 1.000000e-02 gap function : 5.036269e-03 *** 3 Nonlinear solution status: time= 0.22608 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517341e+03 1.254513e-05 0.000000e+00 energy 5.688821e+00 5.082069e-05 5.688821e-02 displacement 2.015640e-02 5.949580e-04 2.699659e-08 4 Nonlinear solution status: time= 0.22608 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517341e+03 2.499605e-11 0.000000e+00 energy 5.688821e+00 1.480444e-11 5.688821e-02 displacement 2.015640e-02 1.189870e-09 2.699181e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.890349e-03 1.000000e-02 gap function : 2.705109e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.22608 Data Record #1 =========================================================================== Step = 35 Time = 0.226080294 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00886424 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 36 : 0.234945 ===== 1 Nonlinear solution status: time= 0.234945 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 3.587479e-02 0.000000e+00 energy 1.208529e+01 9.609452e-03 1.208529e-01 displacement 4.278912e-02 4.278912e-02 4.278912e-08 2 Nonlinear solution status: time= 0.234945 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 5.078428e-03 0.000000e+00 energy 1.208529e+01 1.228714e-04 1.208529e-01 displacement 4.278912e-02 5.003164e-06 4.300861e-08 3 Nonlinear solution status: time= 0.234945 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 1.320611e-06 0.000000e+00 energy 1.208529e+01 5.158898e-08 1.208529e-01 displacement 4.278912e-02 3.615422e-07 4.294570e-08 4 Nonlinear solution status: time= 0.234945 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 4.491456e-08 0.000000e+00 energy 1.208529e+01 1.770717e-09 1.208529e-01 displacement 4.278912e-02 1.015409e-10 4.294466e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.764151e-02 1.000000e-02 gap function : 6.698853e-03 *** 5 Nonlinear solution status: time= 0.234945 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 1.735367e-02 0.000000e+00 energy 1.208529e+01 1.538872e-04 1.208529e-01 displacement 4.278912e-02 1.130963e-03 5.698136e-08 6 Nonlinear solution status: time= 0.234945 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 8.612541e-04 0.000000e+00 energy 1.208529e+01 2.198764e-05 1.208529e-01 displacement 4.278912e-02 1.143278e-06 5.700307e-08 7 Nonlinear solution status: time= 0.234945 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 3.120303e-06 0.000000e+00 energy 1.208529e+01 2.404239e-07 1.208529e-01 displacement 4.278912e-02 1.102789e-07 5.703248e-08 8 Nonlinear solution status: time= 0.234945 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 1.105030e-08 0.000000e+00 energy 1.208529e+01 1.119311e-09 1.208529e-01 displacement 4.278912e-02 3.291526e-10 5.703568e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.121715e-02 1.000000e-02 gap function : 3.222328e-03 *** 9 Nonlinear solution status: time= 0.234945 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 1.079841e-03 0.000000e+00 energy 1.208529e+01 1.049354e-04 1.208529e-01 displacement 4.278912e-02 9.754111e-05 6.033012e-08 10 Nonlinear solution status: time= 0.234945 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 2.787989e-06 0.000000e+00 energy 1.208529e+01 3.337371e-07 1.208529e-01 displacement 4.278912e-02 7.759103e-08 6.038146e-08 11 Nonlinear solution status: time= 0.234945 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.350267e+03 7.387599e-11 0.000000e+00 energy 1.208529e+01 3.775612e-11 1.208529e-01 displacement 4.278912e-02 2.092326e-10 6.038206e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 6.718100e-03 1.000000e-02 gap function : 2.363821e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.234945 Data Record #1 =========================================================================== Step = 36 Time = 0.234944529 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00845172 MUST POINT CONTROLLER: adjusting time step. dt = 0.00505547 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 37 : 0.24 ===== 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 1.740268e+03 5.229476e-05 0.000000e+00 energy 3.928252e+00 6.728911e-04 3.928252e-02 displacement 1.389312e-02 1.389312e-02 1.389312e-08 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 1.740268e+03 3.485922e-12 0.000000e+00 energy 3.928252e+00 1.163791e-11 3.928252e-02 displacement 1.389312e-02 1.759310e-09 1.388709e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.895510e-02 1.000000e-02 gap function : 4.396374e-03 *** 3 Nonlinear solution status: time= 0.24 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.740268e+03 1.462249e-06 0.000000e+00 energy 3.928252e+00 1.600127e-05 3.928252e-02 displacement 1.389312e-02 3.925114e-04 1.847366e-08 4 Nonlinear solution status: time= 0.24 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.740268e+03 1.046991e-12 0.000000e+00 energy 3.928252e+00 3.061198e-12 3.928252e-02 displacement 1.389312e-02 1.192256e-10 1.847219e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 9.058824e-03 1.000000e-02 gap function : 2.614395e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.24 Data Record #1 =========================================================================== Step = 37 Time = 0.24 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00804438 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 38 : 0.248044 ===== 1 Nonlinear solution status: time= 0.248044 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 8.110825e-03 0.000000e+00 energy 9.942438e+00 2.075865e-03 9.942438e-02 displacement 3.514209e-02 3.514209e-02 3.514209e-08 2 Nonlinear solution status: time= 0.248044 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 1.151223e-03 0.000000e+00 energy 9.942438e+00 2.774500e-05 9.942438e-02 displacement 3.514209e-02 1.102259e-06 3.521043e-08 3 Nonlinear solution status: time= 0.248044 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 4.371900e-08 0.000000e+00 energy 9.942438e+00 1.999453e-09 9.942438e-02 displacement 3.514209e-02 8.123900e-08 3.518619e-08 4 Nonlinear solution status: time= 0.248044 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 1.409124e-09 0.000000e+00 energy 9.942438e+00 5.688169e-11 9.942438e-02 displacement 3.514209e-02 3.411068e-12 3.518608e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.373899e-02 1.000000e-02 gap function : 6.195988e-03 *** 5 Nonlinear solution status: time= 0.248044 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 3.554049e-02 0.000000e+00 energy 9.942438e+00 9.835408e-04 9.942438e-02 displacement 3.514209e-02 9.216018e-04 4.667357e-08 6 Nonlinear solution status: time= 0.248044 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 2.442551e-03 0.000000e+00 energy 9.942438e+00 6.253482e-05 9.942438e-02 displacement 3.514209e-02 2.547703e-06 4.680748e-08 7 Nonlinear solution status: time= 0.248044 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 5.276273e-10 0.000000e+00 energy 9.942438e+00 2.751765e-10 9.942438e-02 displacement 3.514209e-02 3.316034e-07 4.685057e-08 8 Nonlinear solution status: time= 0.248044 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 2.368194e-14 0.000000e+00 energy 9.942438e+00 1.002830e-14 9.942438e-02 displacement 3.514209e-02 4.004287e-14 4.685054e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.134446e-02 1.000000e-02 gap function : 3.107446e-03 *** 9 Nonlinear solution status: time= 0.248044 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 4.952980e-05 0.000000e+00 energy 9.942438e+00 2.099118e-05 9.942438e-02 displacement 3.514209e-02 7.882773e-05 4.953464e-08 10 Nonlinear solution status: time= 0.248044 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406338e+03 9.458564e-11 0.000000e+00 energy 9.942438e+00 1.329936e-10 9.942438e-02 displacement 3.514209e-02 8.582813e-10 4.954477e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 7.143253e-03 1.000000e-02 gap function : 2.299747e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.248044 Data Record #1 =========================================================================== Step = 38 Time = 0.248044377 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 39 : 0.256089 ===== 1 Nonlinear solution status: time= 0.256089 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 2.124754e-03 0.000000e+00 energy 9.936121e+00 4.421112e-05 9.936121e-02 displacement 3.508424e-02 3.508424e-02 3.508424e-08 2 Nonlinear solution status: time= 0.256089 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 3.076535e-04 0.000000e+00 energy 9.936121e+00 8.053700e-06 9.936121e-02 displacement 3.508424e-02 4.992866e-07 3.512922e-08 3 Nonlinear solution status: time= 0.256089 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 1.606069e-08 0.000000e+00 energy 9.936121e+00 1.141940e-09 9.936121e-02 displacement 3.508424e-02 3.914799e-08 3.511125e-08 4 Nonlinear solution status: time= 0.256089 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 9.421507e-10 0.000000e+00 energy 9.936121e+00 2.796866e-11 9.936121e-02 displacement 3.508424e-02 2.452488e-12 3.511125e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 4.115894e-02 1.000000e-02 gap function : 5.842799e-03 *** 5 Nonlinear solution status: time= 0.256089 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 7.506330e-02 0.000000e+00 energy 9.936121e+00 1.063248e-03 9.936121e-02 displacement 3.508424e-02 7.787236e-04 4.567215e-08 6 Nonlinear solution status: time= 0.256089 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 5.497978e-03 0.000000e+00 energy 9.936121e+00 1.511476e-04 9.936121e-02 displacement 3.508424e-02 9.389767e-06 4.593776e-08 7 Nonlinear solution status: time= 0.256089 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 5.853761e-09 0.000000e+00 energy 9.936121e+00 2.778330e-09 9.936121e-02 displacement 3.508424e-02 1.343728e-06 4.602846e-08 8 Nonlinear solution status: time= 0.256089 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 1.461025e-13 0.000000e+00 energy 9.936121e+00 9.789072e-14 9.936121e-02 displacement 3.508424e-02 2.076734e-13 4.602838e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.121315e-02 1.000000e-02 gap function : 2.995457e-03 *** 9 Nonlinear solution status: time= 0.256089 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 7.546289e-04 0.000000e+00 energy 9.936121e+00 5.237273e-05 9.936121e-02 displacement 3.508424e-02 6.679373e-05 4.847951e-08 10 Nonlinear solution status: time= 0.256089 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 4.762560e-05 0.000000e+00 energy 9.936121e+00 1.192125e-06 9.936121e-02 displacement 3.508424e-02 4.950169e-08 4.851340e-08 11 Nonlinear solution status: time= 0.256089 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.406339e+03 3.705282e-09 0.000000e+00 energy 9.936121e+00 6.492979e-10 9.936121e-02 displacement 3.508424e-02 6.286169e-09 4.852014e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 7.197974e-03 1.000000e-02 gap function : 2.295722e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.256089 Data Record #1 =========================================================================== Step = 39 Time = 0.256088754 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00767001 MUST POINT CONTROLLER: adjusting time step. dt = 0.00391125 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 40 : 0.26 ===== 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 1.027767e+03 3.900815e-02 0.000000e+00 energy 2.316868e+00 4.033473e-03 2.316868e-02 displacement 8.204274e-03 8.204274e-03 8.204274e-09 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 1.027767e+03 5.726121e-03 0.000000e+00 energy 2.316868e+00 1.348100e-04 2.316868e-02 displacement 8.204274e-03 5.216065e-06 8.293255e-09 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 1.027767e+03 5.274422e-11 0.000000e+00 energy 2.316868e+00 5.861348e-11 2.316868e-02 displacement 8.204274e-03 3.927860e-07 8.265357e-09 4 Nonlinear solution status: time= 0.26 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027767e+03 1.213001e-16 0.000000e+00 energy 2.316868e+00 1.683809e-16 2.316868e-02 displacement 8.204274e-03 6.193862e-16 8.265354e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.352351e-02 1.000000e-02 gap function : 3.835859e-03 *** 5 Nonlinear solution status: time= 0.26 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027767e+03 5.033010e-03 0.000000e+00 energy 2.316868e+00 3.037858e-04 2.316868e-02 displacement 8.204274e-03 2.449051e-04 1.105384e-08 6 Nonlinear solution status: time= 0.26 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027767e+03 3.363390e-04 0.000000e+00 energy 2.316868e+00 8.503395e-06 2.316868e-02 displacement 8.204274e-03 3.485634e-07 1.108795e-08 7 Nonlinear solution status: time= 0.26 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027767e+03 3.915644e-09 0.000000e+00 energy 2.316868e+00 9.343362e-10 2.316868e-02 displacement 8.204274e-03 4.492175e-08 1.109638e-08 8 Nonlinear solution status: time= 0.26 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.027767e+03 4.316239e-13 0.000000e+00 energy 2.316868e+00 1.041834e-13 2.316868e-02 displacement 8.204274e-03 5.302235e-14 1.109634e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.742338e-03 1.000000e-02 gap function : 2.460215e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.26 Data Record #1 =========================================================================== Step = 40 Time = 0.26 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00581027 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 41 : 0.26581 ===== 1 Nonlinear solution status: time= 0.26581 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 1.227920e-01 0.000000e+00 energy 5.111272e+00 1.677844e-02 5.111272e-02 displacement 1.809049e-02 1.809049e-02 1.809049e-08 2 Nonlinear solution status: time= 0.26581 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 3.017314e-02 0.000000e+00 energy 5.111272e+00 5.841730e-04 5.111272e-02 displacement 1.809049e-02 3.186972e-05 1.860479e-08 3 Nonlinear solution status: time= 0.26581 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 2.344829e-04 0.000000e+00 energy 5.111272e+00 4.716654e-06 5.111272e-02 displacement 1.809049e-02 4.084393e-06 1.842709e-08 4 Nonlinear solution status: time= 0.26581 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 4.780472e-05 0.000000e+00 energy 5.111272e+00 1.002650e-06 5.111272e-02 displacement 1.809049e-02 5.942159e-08 1.842423e-08 5 Nonlinear solution status: time= 0.26581 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 9.001265e-09 0.000000e+00 energy 5.111272e+00 4.265495e-10 5.111272e-02 displacement 1.809049e-02 5.103582e-09 1.842624e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.223630e-02 1.000000e-02 gap function : 4.807876e-03 *** 6 Nonlinear solution status: time= 0.26581 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 1.102621e-02 0.000000e+00 energy 5.111272e+00 2.297004e-04 5.111272e-02 displacement 1.809049e-02 4.798018e-04 2.440993e-08 7 Nonlinear solution status: time= 0.26581 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 1.691835e-04 0.000000e+00 energy 5.111272e+00 4.833430e-06 5.111272e-02 displacement 1.809049e-02 2.991330e-06 2.440959e-08 8 Nonlinear solution status: time= 0.26581 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 2.285248e-06 0.000000e+00 energy 5.111272e+00 1.124983e-07 5.111272e-02 displacement 1.809049e-02 2.853782e-08 2.441446e-08 9 Nonlinear solution status: time= 0.26581 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 3.637539e-09 0.000000e+00 energy 5.111272e+00 3.467512e-10 5.111272e-02 displacement 1.809049e-02 5.286982e-10 2.441593e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.032326e-02 1.000000e-02 gap function : 2.740897e-03 *** 10 Nonlinear solution status: time= 0.26581 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 1.518391e-02 0.000000e+00 energy 5.111272e+00 4.445063e-04 5.111272e-02 displacement 1.809049e-02 4.582043e-05 2.587250e-08 11 Nonlinear solution status: time= 0.26581 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 3.633815e-04 0.000000e+00 energy 5.111272e+00 1.338445e-05 5.111272e-02 displacement 1.809049e-02 2.571292e-06 2.609992e-08 12 Nonlinear solution status: time= 0.26581 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 2.569328e-06 0.000000e+00 energy 5.111272e+00 1.091188e-07 5.111272e-02 displacement 1.809049e-02 6.407214e-08 2.611268e-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 13 Nonlinear solution status: time= 0.26581 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.268076e+03 2.071003e-20 0.000000e+00 energy 5.111272e+00 2.215339e-16 5.111272e-02 displacement 1.809049e-02 1.246668e-10 2.611111e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 6.860113e-03 1.000000e-02 gap function : 2.142427e-03 *** convergence summary number of iterations : 13 number of reformations : 0 ------- converged at time : 0.26581 Data Record #1 =========================================================================== Step = 41 Time = 0.265810266 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00509594 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 42 : 0.270906 ===== 1 Nonlinear solution status: time= 0.270906 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 1.700877e-01 0.000000e+00 energy 3.868880e+00 1.801840e-02 3.868880e-02 displacement 1.386485e-02 1.386485e-02 1.386485e-08 2 Nonlinear solution status: time= 0.270906 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 4.443832e-02 0.000000e+00 energy 3.868880e+00 7.767011e-04 3.868880e-02 displacement 1.386485e-02 4.747701e-05 1.435384e-08 3 Nonlinear solution status: time= 0.270906 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 2.311543e-04 0.000000e+00 energy 3.868880e+00 4.929573e-06 3.868880e-02 displacement 1.386485e-02 6.628628e-06 1.417937e-08 4 Nonlinear solution status: time= 0.270906 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 1.848749e-05 0.000000e+00 energy 3.868880e+00 4.670368e-07 3.868880e-02 displacement 1.386485e-02 4.444355e-08 1.417292e-08 5 Nonlinear solution status: time= 0.270906 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 4.171176e-08 0.000000e+00 energy 3.868880e+00 8.915370e-10 3.868880e-02 displacement 1.386485e-02 3.019818e-09 1.417526e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.700617e-02 1.000000e-02 gap function : 4.128720e-03 *** 6 Nonlinear solution status: time= 0.270906 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 1.446000e-02 0.000000e+00 energy 3.868880e+00 7.571924e-05 3.868880e-02 displacement 1.386485e-02 3.471397e-04 1.859097e-08 7 Nonlinear solution status: time= 0.270906 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 4.470014e-04 0.000000e+00 energy 3.868880e+00 9.148238e-06 3.868880e-02 displacement 1.386485e-02 5.426077e-07 1.862581e-08 8 Nonlinear solution status: time= 0.270906 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.698088e+03 5.001487e-07 0.000000e+00 energy 3.868880e+00 1.751706e-08 3.868880e-02 displacement 1.386485e-02 1.620192e-08 1.862106e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 9.215500e-03 1.000000e-02 gap function : 2.508176e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.270906 Data Record #1 =========================================================================== Step = 42 Time = 0.270906207 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00685513 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 43 : 0.277761 ===== 1 Nonlinear solution status: time= 0.277761 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 4.900649e-01 0.000000e+00 energy 7.240835e+00 4.611875e-02 7.240835e-02 displacement 2.594844e-02 2.594844e-02 2.594844e-08 2 Nonlinear solution status: time= 0.277761 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 1.874550e-01 0.000000e+00 energy 7.240835e+00 3.147725e-03 7.240835e-02 displacement 2.594844e-02 1.799873e-04 2.763586e-08 3 Nonlinear solution status: time= 0.277761 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 5.451060e-04 0.000000e+00 energy 7.240835e+00 1.505148e-05 7.240835e-02 displacement 2.594844e-02 2.658200e-05 2.699005e-08 4 Nonlinear solution status: time= 0.277761 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 5.146550e-05 0.000000e+00 energy 7.240835e+00 1.401476e-06 7.240835e-02 displacement 2.594844e-02 1.323596e-07 2.697163e-08 5 Nonlinear solution status: time= 0.277761 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 5.763664e-07 0.000000e+00 energy 7.240835e+00 9.943447e-09 7.240835e-02 displacement 2.594844e-02 7.814293e-09 2.697754e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.426233e-02 1.000000e-02 gap function : 5.102583e-03 *** 6 Nonlinear solution status: time= 0.277761 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 1.184637e-02 0.000000e+00 energy 7.240835e+00 2.932003e-04 7.240835e-02 displacement 2.594844e-02 5.965758e-04 3.517889e-08 7 Nonlinear solution status: time= 0.277761 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 1.569831e-03 0.000000e+00 energy 7.240835e+00 2.966498e-05 7.240835e-02 displacement 2.594844e-02 2.937264e-06 3.518150e-08 8 Nonlinear solution status: time= 0.277761 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 5.635002e-05 0.000000e+00 energy 7.240835e+00 1.414887e-06 7.240835e-02 displacement 2.594844e-02 3.083078e-07 3.517317e-08 9 Nonlinear solution status: time= 0.277761 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 1.217921e-06 0.000000e+00 energy 7.240835e+00 4.678395e-08 7.240835e-02 displacement 2.594844e-02 9.717812e-09 3.517105e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 1.026331e-02 1.000000e-02 gap function : 2.614359e-03 *** 10 Nonlinear solution status: time= 0.277761 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 6.905077e-03 0.000000e+00 energy 7.240835e+00 2.072163e-04 7.240835e-02 displacement 2.594844e-02 3.437300e-05 3.653945e-08 11 Nonlinear solution status: time= 0.277761 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 2.064063e-04 0.000000e+00 energy 7.240835e+00 6.756103e-06 7.240835e-02 displacement 2.594844e-02 8.400154e-07 3.668956e-08 12 Nonlinear solution status: time= 0.277761 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 4.663759e-06 0.000000e+00 energy 7.240835e+00 1.546205e-07 7.240835e-02 displacement 2.594844e-02 4.590160e-08 3.671009e-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 13 Nonlinear solution status: time= 0.277761 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.186021e+03 7.370072e-19 0.000000e+00 energy 7.240835e+00 4.522139e-15 7.240835e-02 displacement 2.594844e-02 1.225615e-09 3.671201e-08 ........................ augmentation # 3 sliding interface # 1 CURRENT REQUIRED normal force : 6.995492e-03 1.000000e-02 gap function : 2.116083e-03 *** convergence summary number of iterations : 13 number of reformations : 0 ------- converged at time : 0.277761 Data Record #1 =========================================================================== Step = 43 Time = 0.277761333 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.00601234 MUST POINT CONTROLLER: adjusting time step. dt = 0.00223867 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 44 : 0.28 ===== 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 3.293793e+02 6.310246e-02 0.000000e+00 energy 7.641729e-01 4.727578e-03 7.641729e-03 displacement 2.815287e-03 2.815287e-03 2.815287e-09 2 Nonlinear solution status: time= 0.28 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 2.451097e-02 0.000000e+00 energy 7.641729e-01 4.146623e-04 7.641729e-03 displacement 2.815287e-03 2.245102e-05 2.970024e-09 3 Nonlinear solution status: time= 0.28 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 4.280633e-05 0.000000e+00 energy 7.641729e-01 8.864211e-07 7.641729e-03 displacement 2.815287e-03 3.484615e-06 2.905724e-09 4 Nonlinear solution status: time= 0.28 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 9.366564e-06 0.000000e+00 energy 7.641729e-01 1.954993e-07 7.641729e-03 displacement 2.815287e-03 9.475320e-09 2.904514e-09 5 Nonlinear solution status: time= 0.28 stiffness updates = 4 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 2.012373e-10 0.000000e+00 energy 7.641729e-01 7.229010e-12 7.641729e-03 displacement 2.815287e-03 9.093548e-10 2.904993e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.502576e-02 1.000000e-02 gap function : 2.825936e-03 *** 6 Nonlinear solution status: time= 0.28 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 1.919183e-02 0.000000e+00 energy 7.641729e-01 5.140340e-04 7.641729e-03 displacement 2.815287e-03 7.642215e-05 3.806098e-09 7 Nonlinear solution status: time= 0.28 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 1.199695e-03 0.000000e+00 energy 7.641729e-01 2.681245e-05 7.641729e-03 displacement 2.815287e-03 1.303193e-06 3.863035e-09 8 Nonlinear solution status: time= 0.28 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 5.616577e-06 0.000000e+00 energy 7.641729e-01 1.876461e-07 7.641729e-03 displacement 2.815287e-03 1.941293e-07 3.875961e-09 9 Nonlinear solution status: time= 0.28 stiffness updates = 7 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.293793e+02 1.548935e-07 0.000000e+00 energy 7.641729e-01 4.804815e-09 7.641729e-03 displacement 2.815287e-03 5.382186e-10 3.875465e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.015669e-03 1.000000e-02 gap function : 2.046119e-03 *** convergence summary number of iterations : 9 number of reformations : 0 ------- converged at time : 0.28 Data Record #1 =========================================================================== Step = 44 Time = 0.28 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00319942 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 45 : 0.283199 ===== 1 Nonlinear solution status: time= 0.283199 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.571459e+02 3.572096e-02 0.000000e+00 energy 1.550858e+00 5.575353e-03 1.550858e-02 displacement 5.823953e-03 5.823953e-03 5.823953e-09 2 Nonlinear solution status: time= 0.283199 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.571459e+02 2.701854e-03 0.000000e+00 energy 1.550858e+00 7.566869e-05 1.550858e-02 displacement 5.823953e-03 6.842890e-06 5.959485e-09 3 Nonlinear solution status: time= 0.283199 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.571459e+02 1.806309e-06 0.000000e+00 energy 1.550858e+00 2.001120e-07 1.550858e-02 displacement 5.823953e-03 3.237747e-07 5.927138e-09 4 Nonlinear solution status: time= 0.283199 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.571459e+02 8.600831e-09 0.000000e+00 energy 1.550858e+00 2.792054e-10 1.550858e-02 displacement 5.823953e-03 2.011643e-10 5.926679e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.844862e-02 1.000000e-02 gap function : 3.140794e-03 *** 5 Nonlinear solution status: time= 0.283199 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.571459e+02 2.294753e-03 0.000000e+00 energy 1.550858e+00 2.293553e-04 1.550858e-02 displacement 5.823953e-03 1.629051e-04 7.894036e-09 6 Nonlinear solution status: time= 0.283199 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.571459e+02 1.985578e-05 0.000000e+00 energy 1.550858e+00 2.833729e-07 1.550858e-02 displacement 5.823953e-03 1.091551e-07 7.911143e-09 7 Nonlinear solution status: time= 0.283199 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.571459e+02 6.429564e-07 0.000000e+00 energy 1.550858e+00 2.252703e-08 1.550858e-02 displacement 5.823953e-03 3.786065e-09 7.912128e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.029044e-03 1.000000e-02 gap function : 2.018715e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.283199 Data Record #1 =========================================================================== Step = 45 Time = 0.283199423 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00647938 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 46 : 0.289679 ===== 1 Nonlinear solution status: time= 0.289679 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 6.757864e-02 0.000000e+00 energy 6.479531e+00 1.720208e-02 6.479531e-02 displacement 2.444284e-02 2.444284e-02 2.444284e-08 2 Nonlinear solution status: time= 0.289679 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 4.584362e-03 0.000000e+00 energy 6.479531e+00 9.735634e-05 6.479531e-02 displacement 2.444284e-02 5.818461e-06 2.468677e-08 3 Nonlinear solution status: time= 0.289679 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 1.933958e-05 0.000000e+00 energy 6.479531e+00 4.987399e-07 6.479531e-02 displacement 2.444284e-02 2.966763e-07 2.463114e-08 4 Nonlinear solution status: time= 0.289679 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 1.285561e-06 0.000000e+00 energy 6.479531e+00 3.361724e-08 6.479531e-02 displacement 2.444284e-02 1.989750e-09 2.463008e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.929983e-02 1.000000e-02 gap function : 4.742972e-03 *** 5 Nonlinear solution status: time= 0.289679 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 7.818754e-02 0.000000e+00 energy 6.479531e+00 1.239345e-03 6.479531e-02 displacement 2.444284e-02 5.620985e-04 3.230430e-08 6 Nonlinear solution status: time= 0.289679 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 2.319987e-03 0.000000e+00 energy 6.479531e+00 1.788743e-06 6.479531e-02 displacement 2.444284e-02 5.885488e-06 3.226129e-08 7 Nonlinear solution status: time= 0.289679 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 9.188673e-05 0.000000e+00 energy 6.479531e+00 3.520168e-07 6.479531e-02 displacement 2.444284e-02 2.704544e-07 3.228705e-08 8 Nonlinear solution status: time= 0.289679 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.726341e+03 3.348717e-07 0.000000e+00 energy 6.479531e+00 8.567822e-09 6.479531e-02 displacement 2.444284e-02 1.946357e-09 3.228969e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.137936e-03 1.000000e-02 gap function : 2.016431e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.289679 Data Record #1 =========================================================================== Step = 46 Time = 0.289678799 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00807527 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 47 : 0.297754 ===== 1 Nonlinear solution status: time= 0.297754 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 3.379659e-01 0.000000e+00 energy 1.015356e+01 5.020318e-02 1.015356e-01 displacement 3.832412e-02 3.832412e-02 3.832412e-08 2 Nonlinear solution status: time= 0.297754 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 2.998059e-02 0.000000e+00 energy 1.015356e+01 5.613356e-04 1.015356e-01 displacement 3.832412e-02 1.655542e-05 3.891321e-08 3 Nonlinear solution status: time= 0.297754 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 2.121185e-04 0.000000e+00 energy 1.015356e+01 5.443885e-06 1.015356e-01 displacement 3.832412e-02 1.622579e-06 3.872905e-08 4 Nonlinear solution status: time= 0.297754 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 0.619930 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 2.235738e-05 0.000000e+00 energy 1.015356e+01 5.974140e-07 1.015356e-01 displacement 3.832412e-02 7.888984e-08 3.874132e-08 5 Nonlinear solution status: time= 0.297754 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 1.102611e-06 0.000000e+00 energy 1.015356e+01 2.103493e-08 1.015356e-01 displacement 3.832412e-02 4.678162e-09 3.874082e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.472276e-02 1.000000e-02 gap function : 5.778262e-03 *** 6 Nonlinear solution status: time= 0.297754 stiffness updates = 4 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 1.756699e-01 0.000000e+00 energy 1.015356e+01 2.185446e-03 1.015356e-01 displacement 3.832412e-02 9.079981e-04 5.095627e-08 7 Nonlinear solution status: time= 0.297754 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 6.829010e-03 0.000000e+00 energy 1.015356e+01 7.474309e-05 1.015356e-01 displacement 3.832412e-02 7.387165e-06 5.107126e-08 8 Nonlinear solution status: time= 0.297754 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 6.719575e-04 0.000000e+00 energy 1.015356e+01 1.982571e-05 1.015356e-01 displacement 3.832412e-02 9.839413e-07 5.108738e-08 9 Nonlinear solution status: time= 0.297754 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 1.911431e-05 0.000000e+00 energy 1.015356e+01 7.272609e-07 1.015356e-01 displacement 3.832412e-02 9.601504e-07 5.114595e-08 10 Nonlinear solution status: time= 0.297754 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.260523e+03 3.428652e-07 0.000000e+00 energy 1.015356e+01 1.160940e-08 1.015356e-01 displacement 3.832412e-02 3.579002e-09 5.115421e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 8.396452e-03 1.000000e-02 gap function : 2.235155e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.297754 Data Record #1 =========================================================================== Step = 47 Time = 0.297754068 Data = x;y;z File = BoxPositions.dat MUST POINT CONTROLLER: adjusting time step. dt = 0.00224593 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 48 : 0.3 ===== 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 3.527496e+02 9.102131e-04 0.000000e+00 energy 8.187191e-01 3.259675e-04 8.187191e-03 displacement 2.992277e-03 2.992277e-03 2.992277e-09 2 Nonlinear solution status: time= 0.3 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.527496e+02 1.207412e-04 0.000000e+00 energy 8.187191e-01 2.902209e-06 8.187191e-03 displacement 2.992277e-03 1.099015e-07 2.998710e-09 3 Nonlinear solution status: time= 0.3 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.527496e+02 2.251414e-15 0.000000e+00 energy 8.187191e-01 7.842381e-14 8.187191e-03 displacement 2.992277e-03 7.750349e-09 2.996795e-09 4 Nonlinear solution status: time= 0.3 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.527496e+02 1.234106e-22 0.000000e+00 energy 8.187191e-01 4.713577e-22 8.187191e-03 displacement 2.992277e-03 3.785460e-19 2.996795e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.574399e-02 1.000000e-02 gap function : 3.152741e-03 *** 5 Nonlinear solution status: time= 0.3 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.527496e+02 2.514024e-02 0.000000e+00 energy 8.187191e-01 6.846622e-04 8.187191e-03 displacement 2.992277e-03 1.902051e-04 4.517319e-09 6 Nonlinear solution status: time= 0.3 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.527496e+02 1.528773e-03 0.000000e+00 energy 8.187191e-01 3.987043e-05 8.187191e-03 displacement 2.992277e-03 1.793216e-06 4.578286e-09 7 Nonlinear solution status: time= 0.3 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.527496e+02 3.182725e-07 0.000000e+00 energy 8.187191e-01 3.321478e-08 8.187191e-03 displacement 2.992277e-03 1.806077e-07 4.587690e-09 8 Nonlinear solution status: time= 0.3 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.527496e+02 1.962429e-10 0.000000e+00 energy 8.187191e-01 2.018223e-11 8.187191e-03 displacement 2.992277e-03 5.815841e-12 4.587429e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.706036e-03 1.000000e-02 gap function : 1.882401e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 48 Time = 0.3 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00434152 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 49 : 0.304342 ===== 1 Nonlinear solution status: time= 0.304342 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 8.237420e-02 0.000000e+00 energy 3.020780e+00 7.875463e-03 3.020780e-02 displacement 1.109860e-02 1.109860e-02 1.109860e-08 2 Nonlinear solution status: time= 0.304342 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.621853 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 2.765989e-02 0.000000e+00 energy 3.020780e+00 1.037780e-03 3.020780e-02 displacement 1.109860e-02 6.087535e-05 1.144287e-08 3 Nonlinear solution status: time= 0.304342 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 2.853530e-03 0.000000e+00 energy 3.020780e+00 1.166379e-04 3.020780e-02 displacement 1.109860e-02 9.300246e-06 1.131121e-08 4 Nonlinear solution status: time= 0.304342 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 6.738740e-04 0.000000e+00 energy 3.020780e+00 2.762158e-05 3.020780e-02 displacement 1.109860e-02 1.835208e-06 1.124719e-08 5 Nonlinear solution status: time= 0.304342 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 4.509271e-05 0.000000e+00 energy 3.020780e+00 2.341732e-06 3.020780e-02 displacement 1.109860e-02 1.855396e-07 1.126804e-08 6 Nonlinear solution status: time= 0.304342 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 6.539465e-07 0.000000e+00 energy 3.020780e+00 1.707191e-08 3.020780e-02 displacement 1.109860e-02 9.651177e-09 1.126441e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.985265e-02 1.000000e-02 gap function : 3.653881e-03 *** 7 Nonlinear solution status: time= 0.304342 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 1.014966e-02 0.000000e+00 energy 3.020780e+00 2.052733e-05 3.020780e-02 displacement 1.109860e-02 3.278142e-04 1.505495e-08 8 Nonlinear solution status: time= 0.304342 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 8.234820e-04 0.000000e+00 energy 3.020780e+00 2.831649e-05 3.020780e-02 displacement 1.109860e-02 2.219273e-06 1.509218e-08 9 Nonlinear solution status: time= 0.304342 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 1.718704e-05 0.000000e+00 energy 3.020780e+00 8.245045e-07 3.020780e-02 displacement 1.109860e-02 3.365806e-07 1.511150e-08 10 Nonlinear solution status: time= 0.304342 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.300115e+03 1.984449e-07 0.000000e+00 energy 3.020780e+00 1.286794e-08 3.020780e-02 displacement 1.109860e-02 2.599554e-09 1.511423e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.891186e-03 1.000000e-02 gap function : 1.967314e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.304342 Data Record #1 =========================================================================== Step = 49 Time = 0.304341515 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 50 : 0.308683 ===== 1 Nonlinear solution status: time= 0.308683 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 1.830597e-01 0.000000e+00 energy 3.046493e+00 1.490681e-02 3.046493e-02 displacement 1.135094e-02 1.135094e-02 1.135094e-08 2 Nonlinear solution status: time= 0.308683 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.617886 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 6.787419e-02 0.000000e+00 energy 3.046493e+00 2.538530e-03 3.046493e-02 displacement 1.135094e-02 1.469154e-04 1.210146e-08 3 Nonlinear solution status: time= 0.308683 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 1.310607e-02 0.000000e+00 energy 3.046493e+00 4.312111e-04 3.046493e-02 displacement 1.135094e-02 2.169604e-05 1.179686e-08 4 Nonlinear solution status: time= 0.308683 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 0.568793 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 1.397810e-03 0.000000e+00 energy 3.046493e+00 6.576819e-05 3.046493e-02 displacement 1.135094e-02 4.604142e-06 1.166630e-08 5 Nonlinear solution status: time= 0.308683 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 1.308336e-04 0.000000e+00 energy 3.046493e+00 2.299407e-06 3.046493e-02 displacement 1.135094e-02 3.409634e-07 1.169275e-08 6 Nonlinear solution status: time= 0.308683 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 1 step from line search = 0.517518 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 3.526028e-05 0.000000e+00 energy 3.046493e+00 9.407231e-07 3.046493e-02 displacement 1.135094e-02 5.282278e-08 1.169817e-08 7 Nonlinear solution status: time= 0.308683 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 3.108134e-07 0.000000e+00 energy 3.046493e+00 1.340602e-08 3.046493e-02 displacement 1.135094e-02 7.496738e-09 1.169519e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.984156e-02 1.000000e-02 gap function : 3.604377e-03 *** 8 Nonlinear solution status: time= 0.308683 stiffness updates = 6 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 9.928654e-03 0.000000e+00 energy 3.046493e+00 2.867010e-04 3.046493e-02 displacement 1.135094e-02 3.130768e-04 1.551960e-08 9 Nonlinear solution status: time= 0.308683 stiffness updates = 7 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 7.149366e-05 0.000000e+00 energy 3.046493e+00 2.000759e-06 3.046493e-02 displacement 1.135094e-02 3.095890e-06 1.543843e-08 10 Nonlinear solution status: time= 0.308683 stiffness updates = 8 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.305211e+03 1.008215e-06 0.000000e+00 energy 3.046493e+00 3.435229e-08 3.046493e-02 displacement 1.135094e-02 4.063577e-09 1.543203e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.754960e-03 1.000000e-02 gap function : 2.021354e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.308683 Data Record #1 =========================================================================== Step = 50 Time = 0.308683031 Data = x;y;z File = BoxPositions.dat ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 51 : 0.313025 ===== 1 Nonlinear solution status: time= 0.313025 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 5.779568e-02 0.000000e+00 energy 3.098899e+00 1.139263e-02 3.098899e-02 displacement 1.186990e-02 1.186990e-02 1.186990e-08 2 Nonlinear solution status: time= 0.313025 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 1.767777e-02 0.000000e+00 energy 3.098899e+00 5.604873e-04 3.098899e-02 displacement 1.186990e-02 2.679107e-05 1.232068e-08 3 Nonlinear solution status: time= 0.313025 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 1.625100e-05 0.000000e+00 energy 3.098899e+00 3.880636e-07 3.098899e-02 displacement 1.186990e-02 3.413354e-06 1.215254e-08 4 Nonlinear solution status: time= 0.313025 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 2.184338e-06 0.000000e+00 energy 3.098899e+00 5.202575e-08 3.098899e-02 displacement 1.186990e-02 1.945483e-09 1.215128e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.950715e-02 1.000000e-02 gap function : 3.603383e-03 *** 5 Nonlinear solution status: time= 0.313025 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 1.279843e-03 0.000000e+00 energy 3.098899e+00 2.131713e-05 3.098899e-02 displacement 1.186990e-02 3.062991e-04 1.596771e-08 6 Nonlinear solution status: time= 0.313025 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 8.283026e-05 0.000000e+00 energy 3.098899e+00 2.797095e-06 3.098899e-02 displacement 1.186990e-02 2.419108e-07 1.596697e-08 7 Nonlinear solution status: time= 0.313025 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 4.671079e-06 0.000000e+00 energy 3.098899e+00 1.899845e-07 3.098899e-02 displacement 1.186990e-02 2.285125e-08 1.596669e-08 8 Nonlinear solution status: time= 0.313025 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.314877e+03 2.618588e-08 0.000000e+00 energy 3.098899e+00 2.034603e-09 3.098899e-02 displacement 1.186990e-02 7.481412e-10 1.596647e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.595843e-03 1.000000e-02 gap function : 2.019657e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.313025 Data Record #1 =========================================================================== Step = 51 Time = 0.313024546 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00618975 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 52 : 0.319214 ===== 1 Nonlinear solution status: time= 0.319214 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 1.759478e-01 0.000000e+00 energy 6.466516e+00 1.617650e-02 6.466516e-02 displacement 2.471535e-02 2.471535e-02 2.471535e-08 2 Nonlinear solution status: time= 0.319214 stiffness updates = 1 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 0.619786 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 6.327686e-02 0.000000e+00 energy 6.466516e+00 2.385170e-03 6.466516e-02 displacement 2.471535e-02 1.380168e-04 2.544497e-08 3 Nonlinear solution status: time= 0.319214 stiffness updates = 2 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 7.475621e-03 0.000000e+00 energy 6.466516e+00 3.043332e-04 6.466516e-02 displacement 2.471535e-02 2.071493e-05 2.515720e-08 4 Nonlinear solution status: time= 0.319214 stiffness updates = 3 right hand side evaluations = 6 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 3.476332e-03 0.000000e+00 energy 6.466516e+00 1.138166e-04 6.466516e-02 displacement 2.471535e-02 5.540115e-06 2.500517e-08 5 Nonlinear solution status: time= 0.319214 stiffness updates = 4 right hand side evaluations = 7 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 9.243823e-05 0.000000e+00 energy 6.466516e+00 7.483007e-06 6.466516e-02 displacement 2.471535e-02 9.136746e-07 2.506548e-08 6 Nonlinear solution status: time= 0.319214 stiffness updates = 5 right hand side evaluations = 8 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 7.081702e-07 0.000000e+00 energy 6.466516e+00 1.791423e-08 6.466516e-02 displacement 2.471535e-02 1.928115e-08 2.505850e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.481286e-02 1.000000e-02 gap function : 4.394365e-03 *** 7 Nonlinear solution status: time= 0.319214 stiffness updates = 5 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 3.617895e-02 0.000000e+00 energy 6.466516e+00 8.383901e-04 6.466516e-02 displacement 2.471535e-02 4.863620e-04 3.216355e-08 8 Nonlinear solution status: time= 0.319214 stiffness updates = 6 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 1.610114e-03 0.000000e+00 energy 6.466516e+00 5.443487e-05 6.466516e-02 displacement 2.471535e-02 5.911467e-06 3.215762e-08 9 Nonlinear solution status: time= 0.319214 stiffness updates = 7 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 8.312478e-05 0.000000e+00 energy 6.466516e+00 3.049517e-06 6.466516e-02 displacement 2.471535e-02 4.797759e-07 3.217626e-08 10 Nonlinear solution status: time= 0.319214 stiffness updates = 8 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.712576e+03 1.526197e-06 0.000000e+00 energy 6.466516e+00 7.598147e-08 6.466516e-02 displacement 2.471535e-02 2.156853e-08 3.218847e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.275675e-03 1.000000e-02 gap function : 2.122050e-03 *** convergence summary number of iterations : 10 number of reformations : 0 ------- converged at time : 0.319214 Data Record #1 =========================================================================== Step = 52 Time = 0.319214294 Data = x;y;z File = BoxPositions.dat MUST POINT CONTROLLER: adjusting time step. dt = 0.000785706 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 53 : 0.32 ===== 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 4.388058e+01 4.090906e-08 0.000000e+00 energy 1.050382e-01 3.122987e-06 1.050382e-03 displacement 4.064495e-04 4.064495e-04 4.064495e-10 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 4.388058e+01 3.838200e-17 0.000000e+00 energy 1.050382e-01 3.058132e-15 1.050382e-03 displacement 4.064495e-04 6.309374e-13 4.064294e-10 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 8.714899e-03 1.000000e-02 gap function : 2.355861e-03 *** convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.32 Data Record #1 =========================================================================== Step = 53 Time = 0.32 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00392853 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 54 : 0.323929 ===== 1 Nonlinear solution status: time= 0.323929 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 2.551812e-02 0.000000e+00 energy 2.625260e+00 4.550654e-03 2.625260e-02 displacement 1.015612e-02 1.015612e-02 1.015612e-08 2 Nonlinear solution status: time= 0.323929 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 3.754589e-03 0.000000e+00 energy 2.625260e+00 9.240559e-05 2.625260e-02 displacement 1.015612e-02 3.556674e-06 1.025914e-08 3 Nonlinear solution status: time= 0.323929 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 8.019013e-06 0.000000e+00 energy 2.625260e+00 2.448422e-07 2.625260e-02 displacement 1.015612e-02 3.051644e-07 1.022460e-08 4 Nonlinear solution status: time= 0.323929 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 2.238155e-06 0.000000e+00 energy 2.625260e+00 6.387879e-08 2.625260e-02 displacement 1.015612e-02 3.075614e-09 1.022616e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.069366e-02 1.000000e-02 gap function : 3.812396e-03 *** 5 Nonlinear solution status: time= 0.323929 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 1.490837e-02 0.000000e+00 energy 2.625260e+00 9.061605e-04 2.625260e-02 displacement 1.015612e-02 3.103831e-04 1.391990e-08 6 Nonlinear solution status: time= 0.323929 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 1.278632e-03 0.000000e+00 energy 2.625260e+00 3.443007e-05 2.625260e-02 displacement 1.015612e-02 2.743492e-06 1.404224e-08 7 Nonlinear solution status: time= 0.323929 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 1.324197e-06 0.000000e+00 energy 2.625260e+00 1.880980e-07 2.625260e-02 displacement 1.015612e-02 2.510577e-07 1.407245e-08 8 Nonlinear solution status: time= 0.323929 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.096854e+03 1.194313e-09 0.000000e+00 energy 2.625260e+00 2.853255e-10 2.625260e-02 displacement 1.015612e-02 1.394397e-10 1.407220e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.732726e-03 1.000000e-02 gap function : 2.074974e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.323929 Data Record #1 =========================================================================== Step = 54 Time = 0.323928528 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00582551 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 55 : 0.329754 ===== 1 Nonlinear solution status: time= 0.329754 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 6.428488e-02 0.000000e+00 energy 5.770700e+00 1.210693e-02 5.770700e-02 displacement 2.231934e-02 2.231934e-02 2.231934e-08 2 Nonlinear solution status: time= 0.329754 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 1.106015e-02 0.000000e+00 energy 5.770700e+00 2.901416e-04 5.770700e-02 displacement 2.231934e-02 1.185337e-05 2.262766e-08 3 Nonlinear solution status: time= 0.329754 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 4.475429e-05 0.000000e+00 energy 5.770700e+00 1.253665e-06 5.770700e-02 displacement 2.231934e-02 1.231423e-06 2.252159e-08 4 Nonlinear solution status: time= 0.329754 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 1.076280e-05 0.000000e+00 energy 5.770700e+00 2.743047e-07 5.770700e-02 displacement 2.231934e-02 1.268099e-08 2.252387e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.325844e-02 1.000000e-02 gap function : 4.270451e-03 *** 5 Nonlinear solution status: time= 0.329754 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 1.377740e-02 0.000000e+00 energy 5.770700e+00 7.101148e-06 5.770700e-02 displacement 2.231934e-02 4.270559e-04 2.885909e-08 6 Nonlinear solution status: time= 0.329754 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 6.901075e-04 0.000000e+00 energy 5.770700e+00 1.891777e-05 5.770700e-02 displacement 2.231934e-02 4.393476e-06 2.894155e-08 7 Nonlinear solution status: time= 0.329754 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 7.990940e-06 0.000000e+00 energy 5.770700e+00 3.490845e-07 5.770700e-02 displacement 2.231934e-02 5.095195e-08 2.894369e-08 8 Nonlinear solution status: time= 0.329754 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.411884e+03 5.414062e-08 0.000000e+00 energy 5.770700e+00 2.401339e-09 5.770700e-02 displacement 2.231934e-02 8.484493e-10 2.894435e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.092155e-03 1.000000e-02 gap function : 2.108681e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.329754 Data Record #1 =========================================================================== Step = 55 Time = 0.329754035 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00749858 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 56 : 0.337253 ===== 1 Nonlinear solution status: time= 0.337253 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 1.124628e-01 0.000000e+00 energy 9.669514e+00 1.922884e-02 9.669514e-02 displacement 3.716291e-02 3.716291e-02 3.716291e-08 2 Nonlinear solution status: time= 0.337253 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 3.160732e-02 0.000000e+00 energy 9.669514e+00 8.398931e-04 9.669514e-02 displacement 3.716291e-02 3.762249e-05 3.779979e-08 3 Nonlinear solution status: time= 0.337253 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 9.358811e-05 0.000000e+00 energy 9.669514e+00 2.313618e-06 9.669514e-02 displacement 3.716291e-02 4.809614e-06 3.755680e-08 4 Nonlinear solution status: time= 0.337253 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 1.381576e-05 0.000000e+00 energy 9.669514e+00 3.348476e-07 9.669514e-02 displacement 3.716291e-02 1.256241e-08 3.755632e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.809292e-02 1.000000e-02 gap function : 5.137049e-03 *** 5 Nonlinear solution status: time= 0.337253 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 5.175644e-02 0.000000e+00 energy 9.669514e+00 5.119230e-04 9.669514e-02 displacement 3.716291e-02 6.702233e-04 4.789487e-08 6 Nonlinear solution status: time= 0.337253 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 1.185848e-03 0.000000e+00 energy 9.669514e+00 5.473320e-05 9.669514e-02 displacement 3.716291e-02 8.751952e-06 4.798340e-08 7 Nonlinear solution status: time= 0.337253 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 5.710643e-07 0.000000e+00 energy 9.669514e+00 8.605619e-08 9.669514e-02 displacement 3.716291e-02 1.131072e-07 4.794340e-08 8 Nonlinear solution status: time= 0.337253 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.051398e+03 1.782291e-09 0.000000e+00 energy 9.669514e+00 1.291661e-10 9.669514e-02 displacement 3.716291e-02 7.435746e-11 4.794311e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.756626e-03 1.000000e-02 gap function : 2.226272e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.337253 Data Record #1 =========================================================================== Step = 56 Time = 0.337252615 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00897417 MUST POINT CONTROLLER: adjusting time step. dt = 0.00274739 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 57 : 0.34 ===== 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 5.463380e+02 1.453430e-02 0.000000e+00 energy 1.308318e+00 1.786361e-03 1.308318e-02 displacement 5.026407e-03 5.026407e-03 5.026407e-09 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 5.463380e+02 1.917232e-03 0.000000e+00 energy 1.308318e+00 4.541326e-05 1.308318e-02 displacement 5.026407e-03 1.717142e-06 5.059539e-09 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 5.463380e+02 7.475055e-12 0.000000e+00 energy 1.308318e+00 6.594137e-12 1.308318e-02 displacement 5.026407e-03 1.196958e-07 5.049568e-09 4 Nonlinear solution status: time= 0.34 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.463380e+02 1.017762e-17 0.000000e+00 energy 1.308318e+00 1.998660e-17 1.308318e-02 displacement 5.026407e-03 9.967400e-17 5.049567e-09 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.473933e-02 1.000000e-02 gap function : 3.102619e-03 *** 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 5.463380e+02 1.173124e-02 0.000000e+00 energy 1.308318e+00 3.836279e-04 1.308318e-02 displacement 5.026407e-03 1.518457e-04 6.825117e-09 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 5.463380e+02 7.297700e-04 0.000000e+00 energy 1.308318e+00 1.839277e-05 1.308318e-02 displacement 5.026407e-03 7.639215e-07 6.859800e-09 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 5.463380e+02 2.769837e-08 0.000000e+00 energy 1.308318e+00 4.644742e-09 1.308318e-02 displacement 5.026407e-03 8.466860e-08 6.865957e-09 8 Nonlinear solution status: time= 0.34 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.463380e+02 5.306612e-12 0.000000e+00 energy 1.308318e+00 9.282397e-13 1.308318e-02 displacement 5.026407e-03 3.074833e-13 6.865878e-09 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.042372e-03 1.000000e-02 gap function : 2.021156e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.34 Data Record #1 =========================================================================== Step = 57 Time = 0.34 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00478378 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 58 : 0.344784 ===== 1 Nonlinear solution status: time= 0.344784 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 1.083205e-02 0.000000e+00 energy 3.965605e+00 1.973910e-03 3.965605e-02 displacement 1.523320e-02 1.523320e-02 1.523320e-08 2 Nonlinear solution status: time= 0.344784 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 1.398638e-03 0.000000e+00 energy 3.965605e+00 3.342616e-05 3.965605e-02 displacement 1.523320e-02 1.405222e-06 1.527649e-08 3 Nonlinear solution status: time= 0.344784 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 1.481426e-10 0.000000e+00 energy 3.965605e+00 4.385652e-10 3.965605e-02 displacement 1.523320e-02 8.786973e-08 1.526285e-08 4 Nonlinear solution status: time= 0.344784 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 2.831960e-15 0.000000e+00 energy 3.965605e+00 1.309207e-14 3.965605e-02 displacement 1.523320e-02 1.347164e-13 1.526285e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.883563e-02 1.000000e-02 gap function : 3.742480e-03 *** 5 Nonlinear solution status: time= 0.344784 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 1.266242e-02 0.000000e+00 energy 3.965605e+00 4.624026e-04 3.965605e-02 displacement 1.523320e-02 2.774869e-04 1.949665e-08 6 Nonlinear solution status: time= 0.344784 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 8.076884e-04 0.000000e+00 energy 3.965605e+00 2.047123e-05 3.965605e-02 displacement 1.523320e-02 8.271313e-07 1.954763e-08 7 Nonlinear solution status: time= 0.344784 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 3.395244e-09 0.000000e+00 energy 3.965605e+00 1.071862e-09 3.965605e-02 displacement 1.523320e-02 9.553774e-08 1.955905e-08 8 Nonlinear solution status: time= 0.344784 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.656396e+03 1.901584e-13 0.000000e+00 energy 3.965605e+00 6.199013e-14 3.965605e-02 displacement 1.523320e-02 3.939573e-14 1.955901e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.507197e-03 1.000000e-02 gap function : 2.067055e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.344784 Data Record #1 =========================================================================== Step = 58 Time = 0.34478378 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00657981 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 59 : 0.351364 ===== 1 Nonlinear solution status: time= 0.351364 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.133629e+03 3.667156e-02 0.000000e+00 energy 7.499106e+00 5.443878e-03 7.499106e-02 displacement 2.879912e-02 2.879912e-02 2.879912e-08 2 Nonlinear solution status: time= 0.351364 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.133629e+03 4.803568e-03 0.000000e+00 energy 7.499106e+00 1.143029e-04 7.499106e-02 displacement 2.879912e-02 4.360942e-06 2.891396e-08 3 Nonlinear solution status: time= 0.351364 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.133629e+03 2.646858e-12 0.000000e+00 energy 7.499106e+00 4.286771e-11 7.499106e-02 displacement 2.879912e-02 3.005086e-07 2.887830e-08 4 Nonlinear solution status: time= 0.351364 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.133629e+03 1.549522e-18 0.000000e+00 energy 7.499106e+00 2.191945e-18 7.499106e-02 displacement 2.879912e-02 2.715590e-16 2.887830e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.413970e-02 1.000000e-02 gap function : 4.624578e-03 *** 5 Nonlinear solution status: time= 0.351364 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.133629e+03 1.108442e-03 0.000000e+00 energy 7.499106e+00 1.820486e-04 7.499106e-02 displacement 2.879912e-02 5.176910e-04 3.690677e-08 6 Nonlinear solution status: time= 0.351364 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.133629e+03 7.314365e-05 0.000000e+00 energy 7.499106e+00 1.803712e-06 7.499106e-02 displacement 2.879912e-02 6.806515e-08 3.692670e-08 7 Nonlinear solution status: time= 0.351364 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.133629e+03 5.557451e-13 0.000000e+00 energy 7.499106e+00 1.388889e-12 7.499106e-02 displacement 2.879912e-02 8.660129e-09 3.693291e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.192381e-03 1.000000e-02 gap function : 2.143628e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.351364 Data Record #1 =========================================================================== Step = 59 Time = 0.351363592 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.00919982 MUST POINT CONTROLLER: adjusting time step. dt = 0.00863641 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 60 : 0.36 ===== 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 5.398672e+03 1.906486e-01 0.000000e+00 energy 1.291208e+01 2.220613e-02 1.291208e-01 displacement 4.956991e-02 4.956991e-02 4.956991e-08 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 5.398672e+03 2.708811e-02 0.000000e+00 energy 1.291208e+01 5.955638e-04 1.291208e-01 displacement 4.956991e-02 2.275226e-05 5.001117e-08 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 5.398672e+03 2.580637e-06 0.000000e+00 energy 1.291208e+01 6.639551e-08 1.291208e-01 displacement 4.956991e-02 1.647135e-06 4.987096e-08 4 Nonlinear solution status: time= 0.36 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.398672e+03 3.080185e-07 0.000000e+00 energy 1.291208e+01 7.986388e-09 1.291208e-01 displacement 4.956991e-02 3.027589e-10 4.987177e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.002864e-02 1.000000e-02 gap function : 5.839408e-03 *** 5 Nonlinear solution status: time= 0.36 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.398672e+03 7.625640e-03 0.000000e+00 energy 1.291208e+01 5.390350e-04 1.291208e-01 displacement 4.956991e-02 8.700536e-04 6.364539e-08 6 Nonlinear solution status: time= 0.36 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.398672e+03 8.813950e-05 0.000000e+00 energy 1.291208e+01 5.907934e-06 1.291208e-01 displacement 4.956991e-02 6.077431e-07 6.369734e-08 7 Nonlinear solution status: time= 0.36 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.398672e+03 1.044201e-07 0.000000e+00 energy 1.291208e+01 7.660046e-09 1.291208e-01 displacement 4.956991e-02 6.898408e-09 6.369441e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.955370e-03 1.000000e-02 gap function : 2.317518e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.36 Data Record #1 =========================================================================== Step = 60 Time = 0.36 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0108549 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 61 : 0.370855 ===== 1 Nonlinear solution status: time= 0.370855 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641967e+03 1.435387e-01 0.000000e+00 energy 2.061851e+01 2.035879e-02 2.061851e-01 displacement 7.866530e-02 7.866530e-02 7.866530e-08 2 Nonlinear solution status: time= 0.370855 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641967e+03 1.890619e-02 0.000000e+00 energy 2.061851e+01 4.464843e-04 2.061851e-01 displacement 7.866530e-02 1.723659e-05 7.905815e-08 3 Nonlinear solution status: time= 0.370855 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641967e+03 5.690035e-07 0.000000e+00 energy 2.061851e+01 1.382418e-08 2.061851e-01 displacement 7.866530e-02 1.178683e-06 7.893525e-08 4 Nonlinear solution status: time= 0.370855 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641967e+03 1.002006e-08 0.000000e+00 energy 2.061851e+01 2.347117e-10 2.061851e-01 displacement 7.866530e-02 8.119759e-12 7.893519e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.606968e-02 1.000000e-02 gap function : 7.163610e-03 *** 5 Nonlinear solution status: time= 0.370855 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641967e+03 8.196273e-03 0.000000e+00 energy 2.061851e+01 8.692477e-04 2.061851e-01 displacement 7.866530e-02 1.372900e-03 1.007835e-07 6 Nonlinear solution status: time= 0.370855 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641967e+03 9.995147e-07 0.000000e+00 energy 2.061851e+01 1.063635e-08 2.061851e-01 displacement 7.866530e-02 1.495049e-07 1.007713e-07 7 Nonlinear solution status: time= 0.370855 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.641967e+03 1.145450e-11 0.000000e+00 energy 2.061851e+01 3.625010e-12 2.061851e-01 displacement 7.866530e-02 1.572313e-11 1.007695e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.750363e-03 1.000000e-02 gap function : 2.447968e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.370855 Data Record #1 =========================================================================== Step = 61 Time = 0.370854907 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0126403 MUST POINT CONTROLLER: adjusting time step. dt = 0.00914509 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 62 : 0.38 ===== 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 6.215998e+03 2.514131e-03 0.000000e+00 energy 1.478817e+01 2.309017e-03 1.478817e-01 displacement 5.606874e-02 5.606874e-02 5.606874e-08 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 6.215998e+03 3.785188e-05 0.000000e+00 energy 1.478817e+01 8.552204e-07 1.478817e-01 displacement 5.606874e-02 4.541319e-08 5.604017e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.179245e-02 1.000000e-02 gap function : 6.505552e-03 *** 3 Nonlinear solution status: time= 0.38 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.215998e+03 3.684666e-03 0.000000e+00 energy 1.478817e+01 5.852758e-04 1.478817e-01 displacement 5.606874e-02 1.098944e-03 7.248796e-08 4 Nonlinear solution status: time= 0.38 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.215998e+03 1.258161e-07 0.000000e+00 energy 1.478817e+01 2.670162e-08 1.478817e-01 displacement 5.606874e-02 4.627740e-08 7.247940e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.137555e-03 1.000000e-02 gap function : 2.435870e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.38 Data Record #1 =========================================================================== Step = 62 Time = 0.38 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0113161 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 63 : 0.391316 ===== 1 Nonlinear solution status: time= 0.391316 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.517504e+03 1.756781e-02 0.000000e+00 energy 2.262363e+01 6.209509e-03 2.262363e-01 displacement 8.573870e-02 8.573870e-02 8.573870e-08 2 Nonlinear solution status: time= 0.391316 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.517504e+03 3.830119e-04 0.000000e+00 energy 2.262363e+01 1.004424e-05 2.262363e-01 displacement 8.573870e-02 5.067422e-07 8.578651e-08 3 Nonlinear solution status: time= 0.391316 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.517504e+03 4.637650e-07 0.000000e+00 energy 2.262363e+01 1.352979e-08 2.262363e-01 displacement 8.573870e-02 9.088573e-09 8.577028e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.619499e-02 1.000000e-02 gap function : 7.561424e-03 *** 4 Nonlinear solution status: time= 0.391316 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.517504e+03 1.089856e-01 0.000000e+00 energy 2.262363e+01 1.897958e-03 2.262363e-01 displacement 8.573870e-02 1.518466e-03 1.096851e-07 5 Nonlinear solution status: time= 0.391316 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.517504e+03 1.392296e-03 0.000000e+00 energy 2.262363e+01 4.817428e-05 2.262363e-01 displacement 8.573870e-02 2.798302e-06 1.098344e-07 6 Nonlinear solution status: time= 0.391316 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.517504e+03 1.023355e-09 0.000000e+00 energy 2.262363e+01 7.221197e-10 2.262363e-01 displacement 8.573870e-02 5.445473e-08 1.098543e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.675951e-03 1.000000e-02 gap function : 2.524322e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.391316 Data Record #1 =========================================================================== Step = 63 Time = 0.391316075 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0130529 MUST POINT CONTROLLER: adjusting time step. dt = 0.00868393 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 64 : 0.4 ===== 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 5.604884e+03 1.556850e-02 0.000000e+00 energy 1.330911e+01 4.681893e-03 1.330911e-01 displacement 5.041086e-02 5.041086e-02 5.041086e-08 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 5.604884e+03 2.958730e-04 0.000000e+00 energy 1.330911e+01 7.002336e-06 1.330911e-01 displacement 5.041086e-02 2.875032e-07 5.042456e-08 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 5.604884e+03 1.232735e-07 0.000000e+00 energy 1.330911e+01 3.948729e-09 1.330911e-01 displacement 5.041086e-02 4.269765e-09 5.041818e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.963869e-02 1.000000e-02 gap function : 6.421973e-03 *** 4 Nonlinear solution status: time= 0.4 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.604884e+03 8.563044e-02 0.000000e+00 energy 1.330911e+01 2.060236e-03 1.330911e-01 displacement 5.041086e-02 1.036795e-03 6.554095e-08 5 Nonlinear solution status: time= 0.4 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.604884e+03 9.809316e-04 0.000000e+00 energy 1.330911e+01 2.942491e-05 1.330911e-01 displacement 5.041086e-02 1.577720e-06 6.564515e-08 6 Nonlinear solution status: time= 0.4 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.604884e+03 7.996272e-10 0.000000e+00 energy 1.330911e+01 1.261059e-10 1.330911e-01 displacement 5.041086e-02 2.221953e-08 6.564496e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.753902e-03 1.000000e-02 gap function : 2.416912e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 64 Time = 0.4 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0109471 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 65 : 0.410947 ===== 1 Nonlinear solution status: time= 0.410947 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.907087e+03 4.208560e-02 0.000000e+00 energy 2.113290e+01 1.271458e-02 2.113290e-01 displacement 8.001057e-02 8.001057e-02 8.001057e-08 2 Nonlinear solution status: time= 0.410947 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.907087e+03 9.017846e-04 0.000000e+00 energy 2.113290e+01 2.314939e-05 2.113290e-01 displacement 8.001057e-02 1.146567e-06 8.010289e-08 3 Nonlinear solution status: time= 0.410947 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.907087e+03 1.008213e-06 0.000000e+00 energy 2.113290e+01 2.912086e-08 2.113290e-01 displacement 8.001057e-02 2.035613e-08 8.008037e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.384119e-02 1.000000e-02 gap function : 7.437127e-03 *** 4 Nonlinear solution status: time= 0.410947 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.907087e+03 6.499749e-02 0.000000e+00 energy 2.113290e+01 2.194669e-03 2.113290e-01 displacement 8.001057e-02 1.454413e-03 1.026792e-07 5 Nonlinear solution status: time= 0.410947 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.907087e+03 9.091968e-04 0.000000e+00 energy 2.113290e+01 2.945156e-05 2.113290e-01 displacement 8.001057e-02 1.755124e-06 1.028426e-07 6 Nonlinear solution status: time= 0.410947 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.907087e+03 1.628781e-10 0.000000e+00 energy 2.113290e+01 4.841700e-11 2.113290e-01 displacement 8.001057e-02 3.233189e-08 1.028590e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.275384e-03 1.000000e-02 gap function : 2.556827e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.410947 Data Record #1 =========================================================================== Step = 65 Time = 0.41094714 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0127577 MUST POINT CONTROLLER: adjusting time step. dt = 0.00905286 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 66 : 0.42 ===== 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 6.091218e+03 4.824996e-02 0.000000e+00 energy 1.443679e+01 1.275594e-02 1.443679e-01 displacement 5.462980e-02 5.462980e-02 5.462980e-08 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 6.091218e+03 9.947442e-04 0.000000e+00 energy 1.443679e+01 2.470348e-05 1.443679e-01 displacement 5.462980e-02 1.043458e-06 5.469780e-08 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 6.091218e+03 8.320131e-07 0.000000e+00 energy 1.443679e+01 2.405398e-08 1.443679e-01 displacement 5.462980e-02 1.949850e-08 5.468085e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.928682e-02 1.000000e-02 gap function : 6.662172e-03 *** 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 6.091218e+03 5.604006e-02 0.000000e+00 energy 1.443679e+01 2.493686e-03 1.443679e-01 displacement 5.462980e-02 1.112599e-03 7.100467e-08 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 6.091218e+03 7.764599e-04 0.000000e+00 energy 1.443679e+01 2.397273e-05 1.443679e-01 displacement 5.462980e-02 1.527335e-06 7.116845e-08 6 Nonlinear solution status: time= 0.42 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.091218e+03 1.343214e-09 0.000000e+00 energy 1.443679e+01 2.109314e-10 1.443679e-01 displacement 5.462980e-02 2.335800e-08 7.117652e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.628271e-03 1.000000e-02 gap function : 2.460626e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.42 Data Record #1 =========================================================================== Step = 66 Time = 0.42 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0112423 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 67 : 0.431242 ===== 1 Nonlinear solution status: time= 0.431242 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.393809e+03 1.290498e-01 0.000000e+00 energy 2.224443e+01 2.815110e-02 2.224443e-01 displacement 8.413594e-02 8.413594e-02 8.413594e-08 2 Nonlinear solution status: time= 0.431242 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.393809e+03 2.741656e-03 0.000000e+00 energy 2.224443e+01 7.218859e-05 2.224443e-01 displacement 8.413594e-02 1.709514e-05 8.444032e-08 3 Nonlinear solution status: time= 0.431242 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.393809e+03 6.819418e-06 0.000000e+00 energy 2.224443e+01 3.616459e-07 2.224443e-01 displacement 8.413594e-02 7.663959e-08 8.438974e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.335762e-02 1.000000e-02 gap function : 7.735854e-03 *** 4 Nonlinear solution status: time= 0.431242 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.393809e+03 1.339285e-02 0.000000e+00 energy 2.224443e+01 3.346526e-04 2.224443e-01 displacement 8.413594e-02 1.568945e-03 1.084428e-07 5 Nonlinear solution status: time= 0.431242 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.393809e+03 1.578268e-04 0.000000e+00 energy 2.224443e+01 4.258226e-06 2.224443e-01 displacement 8.413594e-02 4.818813e-06 1.085943e-07 6 Nonlinear solution status: time= 0.431242 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.393809e+03 1.069010e-06 0.000000e+00 energy 2.224443e+01 4.014157e-08 2.224443e-01 displacement 8.413594e-02 6.550769e-09 1.086020e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 7.175523e-03 1.000000e-02 gap function : 2.614764e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.431242 Data Record #1 =========================================================================== Step = 67 Time = 0.431242288 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0129938 MUST POINT CONTROLLER: adjusting time step. dt = 0.00875771 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 68 : 0.44 ===== 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 5.700567e+03 1.148237e-01 0.000000e+00 energy 1.348379e+01 2.264974e-02 1.348379e-01 displacement 5.097187e-02 5.097187e-02 5.097187e-08 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 5.700567e+03 2.511198e-03 0.000000e+00 energy 1.348379e+01 6.360148e-05 1.348379e-01 displacement 5.097187e-02 2.722861e-06 5.111069e-08 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 5.700567e+03 2.504560e-06 0.000000e+00 energy 1.348379e+01 6.956781e-08 1.348379e-01 displacement 5.097187e-02 5.658444e-08 5.108079e-08 4 Nonlinear solution status: time= 0.44 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.700567e+03 1.004662e-07 0.000000e+00 energy 1.348379e+01 2.456586e-09 1.348379e-01 displacement 5.097187e-02 1.290640e-10 5.108193e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.762676e-02 1.000000e-02 gap function : 6.619115e-03 *** 5 Nonlinear solution status: time= 0.44 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.700567e+03 4.082559e-02 0.000000e+00 energy 1.348379e+01 2.014549e-03 1.348379e-01 displacement 5.097187e-02 1.069917e-03 6.654953e-08 6 Nonlinear solution status: time= 0.44 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.700567e+03 7.116401e-04 0.000000e+00 energy 1.348379e+01 2.059874e-05 1.348379e-01 displacement 5.097187e-02 2.850636e-06 6.680109e-08 7 Nonlinear solution status: time= 0.44 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.700567e+03 1.287660e-06 0.000000e+00 energy 1.348379e+01 7.937819e-08 1.348379e-01 displacement 5.097187e-02 3.183948e-08 6.681123e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.369866e-03 1.000000e-02 gap function : 2.473937e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.44 Data Record #1 =========================================================================== Step = 68 Time = 0.44 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0109525 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 69 : 0.450953 ===== 1 Nonlinear solution status: time= 0.450953 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.915862e+03 2.045431e-01 0.000000e+00 energy 2.107019e+01 3.912464e-02 2.107019e-01 displacement 7.961401e-02 7.961401e-02 7.961401e-08 2 Nonlinear solution status: time= 0.450953 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.915862e+03 4.571693e-03 0.000000e+00 energy 2.107019e+01 1.177188e-04 2.107019e-01 displacement 7.961401e-02 1.926759e-05 8.000505e-08 3 Nonlinear solution status: time= 0.450953 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.915862e+03 7.010222e-06 0.000000e+00 energy 2.107019e+01 3.223420e-07 2.107019e-01 displacement 7.961401e-02 1.189449e-07 7.994608e-08 4 Nonlinear solution status: time= 0.450953 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.915862e+03 2.654509e-07 0.000000e+00 energy 2.107019e+01 6.478065e-09 2.107019e-01 displacement 7.961401e-02 7.442292e-10 7.994821e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.143972e-02 1.000000e-02 gap function : 7.666530e-03 *** 5 Nonlinear solution status: time= 0.450953 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.915862e+03 4.116534e-02 0.000000e+00 energy 2.107019e+01 1.277667e-03 2.107019e-01 displacement 7.961401e-02 1.498640e-03 1.028775e-07 6 Nonlinear solution status: time= 0.450953 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.915862e+03 9.978371e-04 0.000000e+00 energy 2.107019e+01 1.009064e-05 2.107019e-01 displacement 7.961401e-02 2.633382e-06 1.031420e-07 7 Nonlinear solution status: time= 0.450953 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.915862e+03 1.330422e-06 0.000000e+00 energy 2.107019e+01 4.498003e-08 2.107019e-01 displacement 7.961401e-02 3.008445e-08 1.031581e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.843984e-03 1.000000e-02 gap function : 2.596372e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.450953 Data Record #1 =========================================================================== Step = 69 Time = 0.450952528 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0127189 MUST POINT CONTROLLER: adjusting time step. dt = 0.00904747 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 70 : 0.46 ===== 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 6.270950e+03 4.240219e-02 0.000000e+00 energy 1.453763e+01 1.055841e-02 1.453763e-01 displacement 5.425028e-02 5.425028e-02 5.425028e-08 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 6.270950e+03 1.802559e-03 0.000000e+00 energy 1.453763e+01 6.273276e-05 1.453763e-01 displacement 5.425028e-02 3.668290e-06 5.446154e-08 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 6.270950e+03 7.172291e-07 0.000000e+00 energy 1.453763e+01 2.628059e-08 1.453763e-01 displacement 5.425028e-02 1.010056e-07 5.441881e-08 4 Nonlinear solution status: time= 0.46 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.270950e+03 2.171000e-08 0.000000e+00 energy 1.453763e+01 8.010293e-10 1.453763e-01 displacement 5.425028e-02 4.370977e-11 5.441895e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.719864e-02 1.000000e-02 gap function : 6.799341e-03 *** 5 Nonlinear solution status: time= 0.46 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.270950e+03 1.913036e-02 0.000000e+00 energy 1.453763e+01 9.107764e-04 1.453763e-01 displacement 5.425028e-02 1.154473e-03 7.102523e-08 6 Nonlinear solution status: time= 0.46 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.270950e+03 4.612828e-04 0.000000e+00 energy 1.453763e+01 1.704489e-05 1.453763e-01 displacement 5.425028e-02 1.150180e-06 7.116004e-08 7 Nonlinear solution status: time= 0.46 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.270950e+03 3.115128e-08 0.000000e+00 energy 1.453763e+01 8.967458e-09 1.453763e-01 displacement 5.425028e-02 4.016578e-08 7.118289e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.236700e-03 1.000000e-02 gap function : 2.533047e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.46 Data Record #1 =========================================================================== Step = 70 Time = 0.46 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111857 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 71 : 0.471186 ===== 1 Nonlinear solution status: time= 0.471186 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.585412e+03 8.371616e-02 0.000000e+00 energy 2.220028e+01 1.912721e-02 2.220028e-01 displacement 8.280412e-02 8.280412e-02 8.280412e-08 2 Nonlinear solution status: time= 0.471186 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.585412e+03 3.598567e-03 0.000000e+00 energy 2.220028e+01 1.243290e-04 2.220028e-01 displacement 8.280412e-02 7.302206e-06 8.318945e-08 3 Nonlinear solution status: time= 0.471186 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.585412e+03 1.389510e-06 0.000000e+00 energy 2.220028e+01 5.103974e-08 2.220028e-01 displacement 8.280412e-02 2.000470e-07 8.311148e-08 4 Nonlinear solution status: time= 0.471186 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.585412e+03 4.211684e-08 0.000000e+00 energy 2.220028e+01 1.551856e-09 2.220028e-01 displacement 8.280412e-02 8.479292e-11 8.311160e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 3.089664e-02 1.000000e-02 gap function : 7.940466e-03 *** 5 Nonlinear solution status: time= 0.471186 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.585412e+03 1.229490e-02 0.000000e+00 energy 2.220028e+01 3.831897e-04 2.220028e-01 displacement 8.280412e-02 1.620526e-03 1.074577e-07 6 Nonlinear solution status: time= 0.471186 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.585412e+03 1.262456e-04 0.000000e+00 energy 2.220028e+01 4.566873e-06 2.220028e-01 displacement 8.280412e-02 7.370384e-07 1.074946e-07 7 Nonlinear solution status: time= 0.471186 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.585412e+03 1.242496e-06 0.000000e+00 energy 2.220028e+01 6.390311e-08 2.220028e-01 displacement 8.280412e-02 9.559024e-09 1.075077e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.710240e-03 1.000000e-02 gap function : 2.665580e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.471186 Data Record #1 =========================================================================== Step = 71 Time = 0.471185719 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0129065 MUST POINT CONTROLLER: adjusting time step. dt = 0.00881428 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 72 : 0.48 ===== 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 5.951977e+03 8.682770e-02 0.000000e+00 energy 1.376881e+01 1.757262e-02 1.376881e-01 displacement 5.132496e-02 5.132496e-02 5.132496e-08 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 5.951977e+03 3.737697e-03 0.000000e+00 energy 1.376881e+01 1.288139e-04 1.376881e-01 displacement 5.132496e-02 7.457845e-06 5.164093e-08 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 5.951977e+03 1.459275e-06 0.000000e+00 energy 1.376881e+01 5.314334e-08 1.376881e-01 displacement 5.132496e-02 2.084893e-07 5.157842e-08 4 Nonlinear solution status: time= 0.48 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.951977e+03 4.414971e-08 0.000000e+00 energy 1.376881e+01 1.625581e-09 1.376881e-01 displacement 5.132496e-02 8.916956e-11 5.157858e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.582284e-02 1.000000e-02 gap function : 6.822823e-03 *** 5 Nonlinear solution status: time= 0.48 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.951977e+03 9.439958e-03 0.000000e+00 energy 1.376881e+01 4.626643e-04 1.376881e-01 displacement 5.132496e-02 1.140143e-03 6.765721e-08 6 Nonlinear solution status: time= 0.48 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.951977e+03 1.102848e-04 0.000000e+00 energy 1.376881e+01 3.821251e-06 1.376881e-01 displacement 5.132496e-02 5.721006e-07 6.772969e-08 7 Nonlinear solution status: time= 0.48 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.951977e+03 8.740248e-07 0.000000e+00 energy 1.376881e+01 5.128963e-08 1.376881e-01 displacement 5.132496e-02 8.429289e-09 6.773984e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.992439e-03 1.000000e-02 gap function : 2.566436e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.48 Data Record #1 =========================================================================== Step = 72 Time = 0.48 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0109981 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 73 : 0.490998 ===== 1 Nonlinear solution status: time= 0.490998 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.266502e+03 1.417475e-01 0.000000e+00 energy 2.141581e+01 2.742779e-02 2.141581e-01 displacement 7.979071e-02 7.979071e-02 7.979071e-08 2 Nonlinear solution status: time= 0.490998 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.266502e+03 6.138716e-03 0.000000e+00 energy 2.141581e+01 2.105909e-04 2.141581e-01 displacement 7.979071e-02 1.228747e-05 8.030238e-08 3 Nonlinear solution status: time= 0.490998 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.266502e+03 2.361404e-06 0.000000e+00 energy 2.141581e+01 8.603841e-08 2.141581e-01 displacement 7.979071e-02 3.403373e-07 8.020023e-08 4 Nonlinear solution status: time= 0.490998 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.266502e+03 7.156559e-08 0.000000e+00 energy 2.141581e+01 2.629492e-09 2.141581e-01 displacement 7.979071e-02 1.442144e-10 8.020039e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.940198e-02 1.000000e-02 gap function : 7.938539e-03 *** 5 Nonlinear solution status: time= 0.490998 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.266502e+03 8.912612e-03 0.000000e+00 energy 2.141581e+01 6.095883e-04 2.141581e-01 displacement 7.979071e-02 1.607678e-03 1.040342e-07 6 Nonlinear solution status: time= 0.490998 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.266502e+03 2.174100e-04 0.000000e+00 energy 2.141581e+01 8.080497e-06 2.141581e-01 displacement 7.979071e-02 5.471890e-07 1.040276e-07 7 Nonlinear solution status: time= 0.490998 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.266502e+03 4.100810e-08 0.000000e+00 energy 2.141581e+01 6.535531e-09 2.141581e-01 displacement 7.979071e-02 9.623922e-09 1.040241e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.433780e-03 1.000000e-02 gap function : 2.691859e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.490998 Data Record #1 =========================================================================== Step = 73 Time = 0.490998054 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0127555 MUST POINT CONTROLLER: adjusting time step. dt = 0.00900195 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 74 : 0.5 ===== 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 6.309573e+03 1.606271e-03 0.000000e+00 energy 1.454675e+01 4.923753e-03 1.454675e-01 displacement 5.370629e-02 5.370629e-02 5.370629e-08 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 6.309573e+03 1.314827e-05 0.000000e+00 energy 1.454675e+01 5.323635e-07 1.454675e-01 displacement 5.370629e-02 5.757640e-08 5.368836e-08 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 6.309573e+03 5.823147e-08 0.000000e+00 energy 1.454675e+01 2.504162e-09 1.454675e-01 displacement 5.370629e-02 6.742738e-10 5.368616e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.529482e-02 1.000000e-02 gap function : 6.993940e-03 *** 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 6.309573e+03 2.925224e-01 0.000000e+00 energy 1.454675e+01 1.479957e-02 1.454675e-01 displacement 5.370629e-02 1.291846e-03 7.119348e-08 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 6.309573e+03 3.981127e-06 0.000000e+00 energy 1.454675e+01 3.868761e-07 1.454675e-01 displacement 5.370629e-02 3.981516e-06 7.059843e-08 6 Nonlinear solution status: time= 0.5 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.309573e+03 3.194947e-08 0.000000e+00 energy 1.454675e+01 1.559438e-09 1.454675e-01 displacement 5.370629e-02 2.101545e-10 7.059724e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.844355e-03 1.000000e-02 gap function : 2.580160e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 74 Time = 0.5 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0112016 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 75 : 0.511202 ===== 1 Nonlinear solution status: time= 0.511202 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.769757e+03 5.776060e-03 0.000000e+00 energy 2.250170e+01 8.161074e-03 2.250170e-01 displacement 8.303638e-02 8.303638e-02 8.303638e-08 2 Nonlinear solution status: time= 0.511202 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.769757e+03 8.720211e-05 0.000000e+00 energy 2.250170e+01 3.508754e-06 2.250170e-01 displacement 8.303638e-02 2.893796e-07 8.301905e-08 3 Nonlinear solution status: time= 0.511202 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.769757e+03 6.381527e-08 0.000000e+00 energy 2.250170e+01 4.400148e-09 2.250170e-01 displacement 8.303638e-02 4.267902e-09 8.301235e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.889127e-02 1.000000e-02 gap function : 8.202490e-03 *** 4 Nonlinear solution status: time= 0.511202 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.769757e+03 1.865045e-01 0.000000e+00 energy 2.250170e+01 1.327414e-02 2.250170e-01 displacement 8.303638e-02 1.772711e-03 1.085543e-07 5 Nonlinear solution status: time= 0.511202 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.769757e+03 8.018962e-05 0.000000e+00 energy 2.250170e+01 3.932323e-06 2.250170e-01 displacement 8.303638e-02 2.783496e-06 1.080274e-07 6 Nonlinear solution status: time= 0.511202 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.769757e+03 1.224713e-06 0.000000e+00 energy 2.250170e+01 5.416073e-08 2.250170e-01 displacement 8.303638e-02 4.259772e-09 1.080305e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.272882e-03 1.000000e-02 gap function : 2.745003e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.511202 Data Record #1 =========================================================================== Step = 75 Time = 0.511201557 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0129612 MUST POINT CONTROLLER: adjusting time step. dt = 0.00879844 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 76 : 0.52 ===== 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 6.027582e+03 1.821195e-02 0.000000e+00 energy 1.386527e+01 2.972071e-03 1.386527e-01 displacement 5.113564e-02 5.113564e-02 5.113564e-08 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 6.027582e+03 5.609925e-05 0.000000e+00 energy 1.386527e+01 1.402966e-06 1.386527e-01 displacement 5.113564e-02 2.660728e-05 5.134869e-08 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 6.027582e+03 1.085202e-06 0.000000e+00 energy 1.386527e+01 4.589238e-08 1.386527e-01 displacement 5.113564e-02 2.976447e-09 5.134131e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.413749e-02 1.000000e-02 gap function : 7.003555e-03 *** 4 Nonlinear solution status: time= 0.52 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.027582e+03 1.419140e-03 0.000000e+00 energy 1.386527e+01 7.514700e-04 1.386527e-01 displacement 5.113564e-02 1.201181e-03 6.778988e-08 5 Nonlinear solution status: time= 0.52 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.027582e+03 5.770493e-07 0.000000e+00 energy 1.386527e+01 2.528845e-07 1.386527e-01 displacement 5.113564e-02 6.145888e-07 6.778668e-08 6 Nonlinear solution status: time= 0.52 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.027582e+03 1.290857e-11 0.000000e+00 energy 1.386527e+01 3.093382e-12 1.386527e-01 displacement 5.113564e-02 2.105527e-10 6.778587e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.599885e-03 1.000000e-02 gap function : 2.599530e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.52 Data Record #1 =========================================================================== Step = 76 Time = 0.52 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110388 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 77 : 0.531039 ===== 1 Nonlinear solution status: time= 0.531039 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.487754e+03 8.040576e-03 0.000000e+00 energy 2.180251e+01 6.877036e-03 2.180251e-01 displacement 8.037406e-02 8.037406e-02 8.037406e-08 2 Nonlinear solution status: time= 0.531039 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.487754e+03 1.520129e-04 0.000000e+00 energy 2.180251e+01 6.103959e-06 2.180251e-01 displacement 8.037406e-02 4.622680e-07 8.037160e-08 3 Nonlinear solution status: time= 0.531039 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.487754e+03 3.175833e-08 0.000000e+00 energy 2.180251e+01 3.176067e-09 2.180251e-01 displacement 8.037406e-02 7.382462e-09 8.036299e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.762402e-02 1.000000e-02 gap function : 8.223525e-03 *** 4 Nonlinear solution status: time= 0.531039 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.487754e+03 9.495889e-02 0.000000e+00 energy 2.180251e+01 8.676956e-03 2.180251e-01 displacement 8.037406e-02 1.737919e-03 1.052598e-07 5 Nonlinear solution status: time= 0.531039 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.487754e+03 1.757561e-04 0.000000e+00 energy 2.180251e+01 7.791824e-06 2.180251e-01 displacement 8.037406e-02 1.765630e-06 1.049433e-07 6 Nonlinear solution status: time= 0.531039 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.487754e+03 2.104569e-06 0.000000e+00 energy 2.180251e+01 8.759392e-08 2.180251e-01 displacement 8.037406e-02 1.020568e-08 1.049487e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 6.025806e-03 1.000000e-02 gap function : 2.747723e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.531039 Data Record #1 =========================================================================== Step = 77 Time = 0.531038754 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.012831 MUST POINT CONTROLLER: adjusting time step. dt = 0.00896125 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 78 : 0.54 ===== 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 6.252743e+03 1.350451e-02 0.000000e+00 energy 1.435010e+01 2.160550e-03 1.435010e-01 displacement 5.286940e-02 5.286940e-02 5.286940e-08 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 6.252743e+03 1.215661e-04 0.000000e+00 energy 1.435010e+01 4.368419e-06 1.435010e-01 displacement 5.286940e-02 1.490650e-05 5.301923e-08 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 6.252743e+03 1.906537e-06 0.000000e+00 energy 1.435010e+01 9.500601e-08 1.435010e-01 displacement 5.286940e-02 7.326614e-09 5.301121e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.366648e-02 1.000000e-02 gap function : 7.206955e-03 *** 4 Nonlinear solution status: time= 0.54 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.252743e+03 3.508507e-03 0.000000e+00 energy 1.435010e+01 1.109428e-03 1.435010e-01 displacement 5.286940e-02 1.265073e-03 7.020640e-08 5 Nonlinear solution status: time= 0.54 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.252743e+03 7.303363e-06 0.000000e+00 energy 1.435010e+01 1.748987e-06 1.435010e-01 displacement 5.286940e-02 2.922676e-06 7.022450e-08 6 Nonlinear solution status: time= 0.54 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.252743e+03 3.268023e-09 0.000000e+00 energy 1.435010e+01 3.642849e-10 1.435010e-01 displacement 5.286940e-02 3.128076e-09 7.022179e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.454071e-03 1.000000e-02 gap function : 2.646510e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.54 Data Record #1 =========================================================================== Step = 78 Time = 0.54 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.011169 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 79 : 0.551169 ===== 1 Nonlinear solution status: time= 0.551169 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 1.369011e-02 0.000000e+00 energy 2.226733e+01 5.593807e-03 2.226733e-01 displacement 8.200020e-02 8.200020e-02 8.200020e-08 2 Nonlinear solution status: time= 0.551169 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 3.031873e-04 0.000000e+00 energy 2.226733e+01 1.213592e-05 2.226733e-01 displacement 8.200020e-02 8.673022e-07 8.201936e-08 3 Nonlinear solution status: time= 0.551169 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 1.547061e-08 0.000000e+00 energy 2.226733e+01 2.397929e-09 2.226733e-01 displacement 8.200020e-02 1.466124e-08 8.200702e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.707448e-02 1.000000e-02 gap function : 8.455857e-03 *** 4 Nonlinear solution status: time= 0.551169 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 4.619616e-02 0.000000e+00 energy 2.226733e+01 5.598108e-03 2.226733e-01 displacement 8.200020e-02 1.807052e-03 1.076807e-07 5 Nonlinear solution status: time= 0.551169 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 2.073998e-02 0.000000e+00 energy 2.226733e+01 2.079534e-05 2.226733e-01 displacement 8.200020e-02 1.066971e-06 1.074946e-07 6 Nonlinear solution status: time= 0.551169 stiffness updates = 4 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 0.207762 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 8.027935e-02 0.000000e+00 energy 2.226733e+01 8.232884e-05 2.226733e-01 displacement 8.200020e-02 4.335164e-06 1.073149e-07 7 Nonlinear solution status: time= 0.551169 stiffness updates = 5 right hand side evaluations = 11 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 3.081463e-02 0.000000e+00 energy 2.226733e+01 6.451481e-05 2.226733e-01 displacement 8.200020e-02 3.226661e-07 1.074401e-07 8 Nonlinear solution status: time= 0.551169 stiffness updates = 6 right hand side evaluations = 12 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 3.686625e-03 0.000000e+00 energy 2.226733e+01 5.791690e-05 2.226733e-01 displacement 8.200020e-02 3.842182e-06 1.076844e-07 9 Nonlinear solution status: time= 0.551169 stiffness updates = 7 right hand side evaluations = 13 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 1.951549e-03 0.000000e+00 energy 2.226733e+01 1.421685e-05 2.226733e-01 displacement 8.200020e-02 2.196694e-06 1.077545e-07 10 Nonlinear solution status: time= 0.551169 stiffness updates = 8 right hand side evaluations = 14 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 1.053840e-04 0.000000e+00 energy 2.226733e+01 9.626462e-07 2.226733e-01 displacement 8.200020e-02 3.201523e-07 1.077448e-07 11 Nonlinear solution status: time= 0.551169 stiffness updates = 9 right hand side evaluations = 15 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.712938e+03 7.822792e-07 0.000000e+00 energy 2.226733e+01 1.904398e-08 2.226733e-01 displacement 8.200020e-02 2.149282e-09 1.077360e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.883161e-03 1.000000e-02 gap function : 2.800407e-03 *** convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.551169 Data Record #1 =========================================================================== Step = 79 Time = 0.551168996 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: decreasing time step, dt = 0.0106492 MUST POINT CONTROLLER: adjusting time step. dt = 0.008831 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 80 : 0.56 ===== 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 6.071998e+03 3.472905e-02 0.000000e+00 energy 1.390154e+01 2.055549e-04 1.390154e-01 displacement 5.116306e-02 5.116306e-02 5.116306e-08 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 6.071998e+03 3.327643e-04 0.000000e+00 energy 1.390154e+01 1.251460e-05 1.390154e-01 displacement 5.116306e-02 3.893686e-05 5.137612e-08 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 6.071998e+03 5.291982e-06 0.000000e+00 energy 1.390154e+01 2.453503e-07 1.390154e-01 displacement 5.116306e-02 1.770698e-08 5.135847e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.276377e-02 1.000000e-02 gap function : 7.261409e-03 *** 4 Nonlinear solution status: time= 0.56 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.071998e+03 4.189692e-03 0.000000e+00 energy 1.390154e+01 1.025204e-03 1.390154e-01 displacement 5.116306e-02 1.272164e-03 6.834453e-08 5 Nonlinear solution status: time= 0.56 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.071998e+03 3.896543e-06 0.000000e+00 energy 1.390154e+01 1.417179e-06 1.390154e-01 displacement 5.116306e-02 1.376494e-06 6.832876e-08 6 Nonlinear solution status: time= 0.56 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.071998e+03 1.188681e-09 0.000000e+00 energy 1.390154e+01 2.051849e-10 1.390154e-01 displacement 5.116306e-02 2.019578e-09 6.832575e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.264389e-03 1.000000e-02 gap function : 2.657523e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.56 Data Record #1 =========================================================================== Step = 80 Time = 0.56 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110648 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 81 : 0.571065 ===== 1 Nonlinear solution status: time= 0.571065 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.532461e+03 2.448069e-02 0.000000e+00 energy 2.180011e+01 3.971414e-03 2.180011e-01 displacement 8.019391e-02 8.019391e-02 8.019391e-08 2 Nonlinear solution status: time= 0.571065 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.532461e+03 4.628358e-04 0.000000e+00 energy 2.180011e+01 1.807402e-05 2.180011e-01 displacement 8.019391e-02 9.494089e-06 8.032892e-08 3 Nonlinear solution status: time= 0.571065 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.532461e+03 1.054188e-06 0.000000e+00 energy 2.180011e+01 1.150607e-07 2.180011e-01 displacement 8.019391e-02 2.482639e-08 8.031280e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.607738e-02 1.000000e-02 gap function : 8.524292e-03 *** 4 Nonlinear solution status: time= 0.571065 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.532461e+03 1.467843e-02 0.000000e+00 energy 2.180011e+01 3.359470e-03 2.180011e-01 displacement 8.019391e-02 1.809910e-03 1.056661e-07 5 Nonlinear solution status: time= 0.571065 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.532461e+03 1.165716e-05 0.000000e+00 energy 2.180011e+01 6.070313e-06 2.180011e-01 displacement 8.019391e-02 1.090854e-05 1.056412e-07 6 Nonlinear solution status: time= 0.571065 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.532461e+03 3.202187e-08 0.000000e+00 energy 2.180011e+01 1.275352e-09 2.180011e-01 displacement 8.019391e-02 1.963200e-08 1.056315e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.696071e-03 1.000000e-02 gap function : 2.816928e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.571065 Data Record #1 =========================================================================== Step = 81 Time = 0.571064803 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128518 MUST POINT CONTROLLER: adjusting time step. dt = 0.0089352 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 82 : 0.58 ===== 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 6.216204e+03 1.835687e-02 0.000000e+00 energy 1.419628e+01 2.379740e-04 1.419628e-01 displacement 5.219104e-02 5.219104e-02 5.219104e-08 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 6.216204e+03 4.732363e-04 0.000000e+00 energy 1.419628e+01 1.889697e-05 1.419628e-01 displacement 5.219104e-02 1.268544e-06 5.224117e-08 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 6.216204e+03 9.936651e-10 0.000000e+00 energy 1.419628e+01 4.430590e-10 1.419628e-01 displacement 5.219104e-02 2.295598e-08 5.222857e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.228889e-02 1.000000e-02 gap function : 7.448386e-03 *** 4 Nonlinear solution status: time= 0.58 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.216204e+03 1.327060e-02 0.000000e+00 energy 1.419628e+01 7.995205e-04 1.419628e-01 displacement 5.219104e-02 1.326140e-03 6.980176e-08 5 Nonlinear solution status: time= 0.58 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.216204e+03 1.956452e-04 0.000000e+00 energy 1.419628e+01 8.382373e-06 1.419628e-01 displacement 5.219104e-02 6.134707e-07 6.980783e-08 6 Nonlinear solution status: time= 0.58 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.216204e+03 8.268094e-09 0.000000e+00 energy 1.419628e+01 1.511971e-09 1.419628e-01 displacement 5.219104e-02 1.353196e-08 6.981533e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.141392e-03 1.000000e-02 gap function : 2.702887e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.58 Data Record #1 =========================================================================== Step = 82 Time = 0.58 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111482 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 83 : 0.591148 ===== 1 Nonlinear solution status: time= 0.591148 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676621e+03 3.425097e-02 0.000000e+00 energy 2.207356e+01 1.585139e-03 2.207356e-01 displacement 8.110961e-02 8.110961e-02 8.110961e-08 2 Nonlinear solution status: time= 0.591148 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676621e+03 8.646999e-04 0.000000e+00 energy 2.207356e+01 3.437205e-05 2.207356e-01 displacement 8.110961e-02 2.342349e-06 8.118445e-08 3 Nonlinear solution status: time= 0.591148 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676621e+03 4.522506e-09 0.000000e+00 energy 2.207356e+01 1.473598e-09 2.207356e-01 displacement 8.110961e-02 4.167466e-08 8.116309e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.553259e-02 1.000000e-02 gap function : 8.738893e-03 *** 4 Nonlinear solution status: time= 0.591148 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676621e+03 1.197775e-02 0.000000e+00 energy 2.207356e+01 2.835730e-03 2.207356e-01 displacement 8.110961e-02 1.886686e-03 1.073083e-07 5 Nonlinear solution status: time= 0.591148 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676621e+03 4.496872e-05 0.000000e+00 energy 2.207356e+01 1.913410e-06 2.207356e-01 displacement 8.110961e-02 2.822079e-07 1.072195e-07 6 Nonlinear solution status: time= 0.591148 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676621e+03 4.005682e-07 0.000000e+00 energy 2.207356e+01 1.555410e-08 2.207356e-01 displacement 8.110961e-02 2.784061e-09 1.072240e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.577128e-03 1.000000e-02 gap function : 2.871151e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.591148 Data Record #1 =========================================================================== Step = 83 Time = 0.591148158 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0129185 MUST POINT CONTROLLER: adjusting time step. dt = 0.00885184 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 84 : 0.6 ===== 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 6.100845e+03 3.180227e-02 0.000000e+00 energy 1.389654e+01 2.432853e-03 1.389654e-01 displacement 5.103041e-02 5.103041e-02 5.103041e-08 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 6.100845e+03 8.413342e-04 0.000000e+00 energy 1.389654e+01 3.342819e-05 1.389654e-01 displacement 5.103041e-02 2.219374e-06 5.110840e-08 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 6.100845e+03 4.756828e-10 0.000000e+00 energy 1.389654e+01 3.459736e-10 1.389654e-01 displacement 5.103041e-02 4.072504e-08 5.109131e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.156811e-02 1.000000e-02 gap function : 7.539070e-03 *** 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 6.100845e+03 5.805018e-03 0.000000e+00 energy 1.389654e+01 5.169719e-04 1.389654e-01 displacement 5.103041e-02 1.347883e-03 6.863260e-08 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 6.100845e+03 8.484045e-05 0.000000e+00 energy 1.389654e+01 3.603243e-06 1.389654e-01 displacement 5.103041e-02 2.645179e-07 6.863765e-08 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 6.100845e+03 6.029779e-09 0.000000e+00 energy 1.389654e+01 9.272214e-10 1.389654e-01 displacement 5.103041e-02 5.859910e-09 6.864328e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.992484e-03 1.000000e-02 gap function : 2.719492e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 84 Time = 0.6 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110815 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 85 : 0.611081 ===== 1 Nonlinear solution status: time= 0.611081 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.561202e+03 5.244081e-02 0.000000e+00 energy 2.175271e+01 1.105676e-03 2.175271e-01 displacement 7.983845e-02 7.983845e-02 7.983845e-08 2 Nonlinear solution status: time= 0.611081 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.561202e+03 1.362962e-03 0.000000e+00 energy 2.175271e+01 5.394233e-05 2.175271e-01 displacement 7.983845e-02 3.638145e-06 7.994894e-08 3 Nonlinear solution status: time= 0.611081 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.561202e+03 2.697531e-09 0.000000e+00 energy 2.175271e+01 1.238510e-09 2.175271e-01 displacement 7.983845e-02 6.556831e-08 7.992174e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.472967e-02 1.000000e-02 gap function : 8.846656e-03 *** 4 Nonlinear solution status: time= 0.611081 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.561202e+03 5.764564e-03 0.000000e+00 energy 2.175271e+01 2.346447e-03 2.175271e-01 displacement 7.983845e-02 1.915783e-03 1.060884e-07 5 Nonlinear solution status: time= 0.611081 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.561202e+03 3.213545e-06 0.000000e+00 energy 2.175271e+01 1.368110e-07 2.175271e-01 displacement 7.983845e-02 8.764671e-08 1.060065e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.428810e-03 1.000000e-02 gap function : 2.913337e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.611081 Data Record #1 =========================================================================== Step = 85 Time = 0.611081474 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128652 MUST POINT CONTROLLER: adjusting time step. dt = 0.00891853 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 86 : 0.62 ===== 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 6.193073e+03 5.305016e-02 0.000000e+00 energy 1.406878e+01 4.560873e-03 1.406878e-01 displacement 5.160341e-02 5.160341e-02 5.160341e-08 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 6.193073e+03 1.404995e-03 0.000000e+00 energy 1.406878e+01 5.536523e-05 1.406878e-01 displacement 5.160341e-02 6.538780e-06 5.176217e-08 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 6.193073e+03 1.922669e-08 0.000000e+00 energy 1.406878e+01 1.493203e-08 1.406878e-01 displacement 5.160341e-02 6.781264e-08 5.173873e-08 4 Nonlinear solution status: time= 0.62 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.193073e+03 2.783662e-12 0.000000e+00 energy 1.406878e+01 3.700647e-12 1.406878e-01 displacement 5.160341e-02 1.386495e-11 5.173870e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.112142e-02 1.000000e-02 gap function : 7.716077e-03 *** 5 Nonlinear solution status: time= 0.62 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.193073e+03 1.422855e-03 0.000000e+00 energy 1.406878e+01 4.881186e-04 1.406878e-01 displacement 5.160341e-02 1.400119e-03 6.972881e-08 6 Nonlinear solution status: time= 0.62 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.193073e+03 1.382560e-05 0.000000e+00 energy 1.406878e+01 5.095853e-07 1.406878e-01 displacement 5.160341e-02 3.334284e-07 6.973931e-08 7 Nonlinear solution status: time= 0.62 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.193073e+03 6.685428e-08 0.000000e+00 energy 1.406878e+01 4.786835e-09 1.406878e-01 displacement 5.160341e-02 8.554886e-10 6.974136e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.892998e-03 1.000000e-02 gap function : 2.770480e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.62 Data Record #1 =========================================================================== Step = 86 Time = 0.62 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110819 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 87 : 0.631082 ===== 1 Nonlinear solution status: time= 0.631082 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.562011e+03 7.974341e-02 0.000000e+00 energy 2.169486e+01 4.176528e-03 2.169486e-01 displacement 7.953193e-02 7.953193e-02 7.953193e-08 2 Nonlinear solution status: time= 0.631082 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.562011e+03 2.109737e-03 0.000000e+00 energy 2.169486e+01 8.305805e-05 2.169486e-01 displacement 7.953193e-02 5.572189e-06 7.968542e-08 3 Nonlinear solution status: time= 0.631082 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.562011e+03 1.837710e-09 0.000000e+00 energy 2.169486e+01 1.165224e-09 2.169486e-01 displacement 7.953193e-02 1.012326e-07 7.965078e-08 4 Nonlinear solution status: time= 0.631082 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.562011e+03 2.401395e-14 0.000000e+00 energy 2.169486e+01 1.454538e-14 2.169486e-01 displacement 7.953193e-02 1.944037e-14 7.965083e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.413028e-02 1.000000e-02 gap function : 9.017098e-03 *** 5 Nonlinear solution status: time= 0.631082 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.562011e+03 3.176050e-03 0.000000e+00 energy 2.169486e+01 1.857790e-03 2.169486e-01 displacement 7.953193e-02 1.972371e-03 1.061794e-07 6 Nonlinear solution status: time= 0.631082 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.562011e+03 2.289679e-10 0.000000e+00 energy 2.169486e+01 8.590913e-10 2.169486e-01 displacement 7.953193e-02 4.190590e-08 1.061138e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.307103e-03 1.000000e-02 gap function : 2.962806e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.631082 Data Record #1 =========================================================================== Step = 87 Time = 0.631081947 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128656 MUST POINT CONTROLLER: adjusting time step. dt = 0.00891805 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 88 : 0.64 ===== 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 6.242711e+03 2.084027e-03 0.000000e+00 energy 1.412199e+01 7.735804e-03 1.412199e-01 displacement 5.153088e-02 5.153088e-02 5.153088e-08 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 6.242711e+03 7.019561e-10 0.000000e+00 energy 1.412199e+01 2.489816e-09 1.412199e-01 displacement 5.153088e-02 2.614252e-08 5.149142e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.061576e-02 1.000000e-02 gap function : 7.828252e-03 *** 3 Nonlinear solution status: time= 0.64 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.242711e+03 9.311785e-05 0.000000e+00 energy 1.412199e+01 2.756222e-04 1.412199e-01 displacement 5.153088e-02 1.446786e-03 6.977372e-08 4 Nonlinear solution status: time= 0.64 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.242711e+03 4.934668e-11 0.000000e+00 energy 1.412199e+01 9.366286e-11 1.412199e-01 displacement 5.153088e-02 1.169202e-09 6.976341e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.781263e-03 1.000000e-02 gap function : 2.815377e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.64 Data Record #1 =========================================================================== Step = 88 Time = 0.64 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111344 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 89 : 0.651134 ===== 1 Nonlinear solution status: time= 0.651134 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.731280e+03 5.250497e-03 0.000000e+00 energy 2.198539e+01 1.530407e-02 2.198539e-01 displacement 8.018218e-02 8.018218e-02 8.018218e-08 2 Nonlinear solution status: time= 0.651134 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.731280e+03 1.115379e-06 0.000000e+00 energy 2.198539e+01 5.576683e-08 2.198539e-01 displacement 8.018218e-02 6.546666e-08 8.010441e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.364753e-02 1.000000e-02 gap function : 9.182265e-03 *** 3 Nonlinear solution status: time= 0.651134 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.731280e+03 2.283060e-04 0.000000e+00 energy 2.198539e+01 5.183575e-04 2.198539e-01 displacement 8.018218e-02 2.045495e-03 1.072252e-07 4 Nonlinear solution status: time= 0.651134 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.731280e+03 2.138620e-10 0.000000e+00 energy 2.198539e+01 2.883100e-10 2.198539e-01 displacement 8.018218e-02 3.023634e-09 1.072042e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.199326e-03 1.000000e-02 gap function : 2.952938e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.651134 Data Record #1 =========================================================================== Step = 89 Time = 0.651134442 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0129076 MUST POINT CONTROLLER: adjusting time step. dt = 0.00886556 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 90 : 0.66 ===== 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 6.169431e+03 2.193636e-03 0.000000e+00 energy 1.391566e+01 7.859588e-03 1.391566e-01 displacement 5.071819e-02 5.071819e-02 5.071819e-08 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 6.169431e+03 7.893150e-10 0.000000e+00 energy 1.391566e+01 2.689025e-09 1.391566e-01 displacement 5.071819e-02 2.719340e-08 5.067842e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.007157e-02 1.000000e-02 gap function : 7.951830e-03 *** 3 Nonlinear solution status: time= 0.66 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.169431e+03 1.030987e-02 0.000000e+00 energy 1.391566e+01 3.263753e-04 1.391566e-01 displacement 5.071819e-02 1.483166e-03 6.906357e-08 4 Nonlinear solution status: time= 0.66 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.169431e+03 3.484242e-05 0.000000e+00 energy 1.391566e+01 3.562797e-07 1.391566e-01 displacement 5.071819e-02 9.098780e-06 6.918222e-08 5 Nonlinear solution status: time= 0.66 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.169431e+03 5.402125e-11 0.000000e+00 energy 1.391566e+01 9.173247e-11 1.391566e-01 displacement 5.071819e-02 2.907528e-10 6.917420e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.655817e-03 1.000000e-02 gap function : 2.852105e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.66 Data Record #1 =========================================================================== Step = 90 Time = 0.66 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110924 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 91 : 0.671092 ===== 1 Nonlinear solution status: time= 0.671092 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.657965e+03 6.101106e-02 0.000000e+00 energy 2.175542e+01 1.513935e-02 2.175542e-01 displacement 7.925297e-02 7.925297e-02 7.925297e-08 2 Nonlinear solution status: time= 0.671092 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.657965e+03 1.870276e-05 0.000000e+00 energy 2.175542e+01 1.975448e-06 2.175542e-01 displacement 7.925297e-02 3.931001e-05 7.947997e-08 3 Nonlinear solution status: time= 0.671092 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.657965e+03 3.604711e-08 0.000000e+00 energy 2.175542e+01 1.541260e-09 2.175542e-01 displacement 7.925297e-02 3.674241e-10 7.947597e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.303015e-02 1.000000e-02 gap function : 9.321320e-03 *** 4 Nonlinear solution status: time= 0.671092 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.657965e+03 1.484640e-03 0.000000e+00 energy 2.175542e+01 1.326591e-03 2.175542e-01 displacement 7.925297e-02 2.089830e-03 1.067549e-07 5 Nonlinear solution status: time= 0.671092 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.657965e+03 1.805699e-09 0.000000e+00 energy 2.175542e+01 6.945403e-10 2.175542e-01 displacement 7.925297e-02 4.745804e-08 1.066905e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.079233e-03 1.000000e-02 gap function : 3.014482e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.671092 Data Record #1 =========================================================================== Step = 91 Time = 0.671092446 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.012874 MUST POINT CONTROLLER: adjusting time step. dt = 0.00890755 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 92 : 0.68 ===== 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 6.227941e+03 2.410313e-03 0.000000e+00 energy 1.400544e+01 8.244110e-03 1.400544e-01 displacement 5.098974e-02 5.098974e-02 5.098974e-08 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 6.227941e+03 9.471463e-10 0.000000e+00 energy 1.400544e+01 3.063402e-09 1.400544e-01 displacement 5.098974e-02 2.959203e-08 5.094843e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.969635e-02 1.000000e-02 gap function : 8.134647e-03 *** 3 Nonlinear solution status: time= 0.68 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.227941e+03 1.193401e-04 0.000000e+00 energy 1.400544e+01 3.221072e-04 1.400544e-01 displacement 5.098974e-02 1.542257e-03 6.976240e-08 4 Nonlinear solution status: time= 0.68 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.227941e+03 6.731833e-11 0.000000e+00 energy 1.400544e+01 1.215479e-10 1.400544e-01 displacement 5.098974e-02 1.404200e-09 6.975084e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.566417e-03 1.000000e-02 gap function : 2.897142e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.68 Data Record #1 =========================================================================== Step = 92 Time = 0.68 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.011126 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 93 : 0.691126 ===== 1 Nonlinear solution status: time= 0.691126 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.716483e+03 8.423631e-02 0.000000e+00 energy 2.182014e+01 1.276755e-02 2.182014e-01 displacement 7.939790e-02 7.939790e-02 7.939790e-08 2 Nonlinear solution status: time= 0.691126 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.716483e+03 1.265857e-04 0.000000e+00 energy 2.182014e+01 1.568562e-06 2.182014e-01 displacement 7.939790e-02 1.082478e-04 7.989642e-08 3 Nonlinear solution status: time= 0.691126 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.716483e+03 4.164318e-08 0.000000e+00 energy 2.182014e+01 2.078239e-09 2.182014e-01 displacement 7.939790e-02 1.105439e-09 7.987987e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.260017e-02 1.000000e-02 gap function : 9.488692e-03 *** 4 Nonlinear solution status: time= 0.691126 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.716483e+03 2.676505e-03 0.000000e+00 energy 2.182014e+01 1.786040e-03 2.182014e-01 displacement 7.939790e-02 2.167072e-03 1.077513e-07 5 Nonlinear solution status: time= 0.691126 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.716483e+03 1.864726e-08 0.000000e+00 energy 2.182014e+01 1.626083e-08 2.182014e-01 displacement 7.939790e-02 6.159316e-08 1.076660e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.998344e-03 1.000000e-02 gap function : 3.031409e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.691126 Data Record #1 =========================================================================== Step = 93 Time = 0.691126043 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0129008 MUST POINT CONTROLLER: adjusting time step. dt = 0.00887396 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 94 : 0.7 ===== 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 6.180980e+03 2.562160e-03 0.000000e+00 energy 1.385619e+01 8.432177e-03 1.385619e-01 displacement 5.038849e-02 5.038849e-02 5.038849e-08 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 6.180980e+03 1.081908e-09 0.000000e+00 energy 1.385619e+01 3.349287e-09 1.385619e-01 displacement 5.038849e-02 3.111379e-08 5.034665e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.925757e-02 1.000000e-02 gap function : 8.285422e-03 *** 3 Nonlinear solution status: time= 0.7 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.180980e+03 1.341331e-04 0.000000e+00 energy 1.385619e+01 3.464494e-04 1.385619e-01 displacement 5.038849e-02 1.587792e-03 6.934723e-08 4 Nonlinear solution status: time= 0.7 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.180980e+03 7.750203e-11 0.000000e+00 energy 1.385619e+01 1.371366e-10 1.385619e-01 displacement 5.038849e-02 1.520061e-09 6.933509e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.473153e-03 1.000000e-02 gap function : 2.922249e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 94 Time = 0.7 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110992 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 95 : 0.711099 ===== 1 Nonlinear solution status: time= 0.711099 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.669516e+03 6.078092e-03 0.000000e+00 energy 2.164535e+01 1.497237e-02 2.164535e-01 displacement 7.867125e-02 7.867125e-02 7.867125e-08 2 Nonlinear solution status: time= 0.711099 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.669516e+03 3.234974e-06 0.000000e+00 energy 2.164535e+01 1.332964e-07 2.164535e-01 displacement 7.867125e-02 9.916681e-08 7.860808e-08 3 Nonlinear solution status: time= 0.711099 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.669516e+03 8.335804e-08 0.000000e+00 energy 2.164535e+01 2.850841e-09 2.164535e-01 displacement 7.867125e-02 1.904835e-10 7.860660e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.209857e-02 1.000000e-02 gap function : 9.664582e-03 *** 4 Nonlinear solution status: time= 0.711099 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.669516e+03 2.131211e-01 0.000000e+00 energy 2.164535e+01 1.589540e-02 2.164535e-01 displacement 7.867125e-02 2.343912e-03 1.073930e-07 5 Nonlinear solution status: time= 0.711099 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.669516e+03 6.881600e-05 0.000000e+00 energy 2.164535e+01 1.412756e-05 2.164535e-01 displacement 7.867125e-02 6.296860e-06 1.067516e-07 6 Nonlinear solution status: time= 0.711099 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.669516e+03 1.708798e-08 0.000000e+00 energy 2.164535e+01 3.461790e-09 2.164535e-01 displacement 7.867125e-02 6.917161e-09 1.067391e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.905101e-03 1.000000e-02 gap function : 3.063967e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.711099 Data Record #1 =========================================================================== Step = 95 Time = 0.711099165 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128793 MUST POINT CONTROLLER: adjusting time step. dt = 0.00890083 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 96 : 0.72 ===== 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 6.218517e+03 9.385870e-02 0.000000e+00 energy 1.389485e+01 9.340342e-03 1.389485e-01 displacement 5.046739e-02 5.046739e-02 5.046739e-08 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 6.218517e+03 5.945920e-05 0.000000e+00 energy 1.389485e+01 2.145795e-06 1.389485e-01 displacement 5.046739e-02 4.987220e-05 5.055381e-08 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 6.218517e+03 2.470345e-10 0.000000e+00 energy 1.389485e+01 2.459676e-10 1.389485e-01 displacement 5.046739e-02 5.128530e-10 5.054535e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.892070e-02 1.000000e-02 gap function : 8.476612e-03 *** 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 6.218517e+03 1.011997e-03 0.000000e+00 energy 1.389485e+01 9.898989e-04 1.389485e-01 displacement 5.046739e-02 1.655397e-03 6.998706e-08 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 6.218517e+03 8.908022e-11 0.000000e+00 energy 1.389485e+01 3.171679e-10 1.389485e-01 displacement 5.046739e-02 8.215634e-09 6.995114e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.395212e-03 1.000000e-02 gap function : 2.973456e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.72 Data Record #1 =========================================================================== Step = 96 Time = 0.72 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111207 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 97 : 0.731121 ===== 1 Nonlinear solution status: time= 0.731121 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.706983e+03 8.443053e-02 0.000000e+00 energy 2.165697e+01 1.429437e-02 2.165697e-01 displacement 7.861860e-02 7.861860e-02 7.861860e-08 2 Nonlinear solution status: time= 0.731121 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.706983e+03 1.934183e-04 0.000000e+00 energy 2.165697e+01 6.453229e-07 2.165697e-01 displacement 7.861860e-02 1.395962e-04 7.886241e-08 3 Nonlinear solution status: time= 0.731121 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.706983e+03 1.481743e-06 0.000000e+00 energy 2.165697e+01 5.515212e-08 2.165697e-01 displacement 7.861860e-02 3.838190e-09 7.883967e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.171033e-02 1.000000e-02 gap function : 9.837696e-03 *** 4 Nonlinear solution status: time= 0.731121 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.706983e+03 7.691499e-03 0.000000e+00 energy 2.165697e+01 2.903073e-03 2.165697e-01 displacement 7.861860e-02 2.325702e-03 1.075995e-07 5 Nonlinear solution status: time= 0.731121 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.706983e+03 3.988395e-07 0.000000e+00 energy 2.165697e+01 1.640583e-08 2.165697e-01 displacement 7.861860e-02 3.927995e-07 1.074735e-07 6 Nonlinear solution status: time= 0.731121 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.706983e+03 3.945624e-11 0.000000e+00 energy 2.165697e+01 5.202491e-12 2.165697e-01 displacement 7.861860e-02 1.049568e-10 1.074720e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.836870e-03 1.000000e-02 gap function : 3.084340e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.731121 Data Record #1 =========================================================================== Step = 97 Time = 0.731120668 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128965 MUST POINT CONTROLLER: adjusting time step. dt = 0.00887933 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 98 : 0.74 ===== 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 6.188448e+03 2.996860e-03 0.000000e+00 energy 1.378061e+01 9.045219e-03 1.378061e-01 displacement 4.999309e-02 4.999309e-02 4.999309e-08 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 6.188448e+03 1.488913e-09 0.000000e+00 energy 1.378061e+01 4.181760e-09 1.378061e-01 displacement 4.999309e-02 3.557525e-08 4.994910e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.855929e-02 1.000000e-02 gap function : 8.651611e-03 *** 3 Nonlinear solution status: time= 0.74 stiffness updates = 1 right hand side evaluations = 5 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.188448e+03 1.746645e-04 0.000000e+00 energy 1.378061e+01 4.099085e-04 1.378061e-01 displacement 4.999309e-02 1.707576e-03 6.962907e-08 4 Nonlinear solution status: time= 0.74 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.188448e+03 1.048242e-10 0.000000e+00 energy 1.378061e+01 1.789778e-10 1.378061e-01 displacement 4.999309e-02 1.849194e-09 6.961537e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.320597e-03 1.000000e-02 gap function : 3.023192e-03 *** convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.74 Data Record #1 =========================================================================== Step = 98 Time = 0.74 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111035 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 99 : 0.751103 ===== 1 Nonlinear solution status: time= 0.751103 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676944e+03 7.176007e-03 0.000000e+00 energy 2.151513e+01 1.349134e-02 2.151513e-01 displacement 7.800891e-02 7.800891e-02 7.800891e-08 2 Nonlinear solution status: time= 0.751103 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676944e+03 2.423223e-05 0.000000e+00 energy 2.151513e+01 8.999260e-07 2.151513e-01 displacement 7.800891e-02 1.819299e-07 7.797117e-08 3 Nonlinear solution status: time= 0.751103 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676944e+03 3.533108e-07 0.000000e+00 energy 2.151513e+01 1.105259e-08 2.151513e-01 displacement 7.800891e-02 1.148359e-09 7.796623e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.128526e-02 1.000000e-02 gap function : 1.003203e-02 *** 4 Nonlinear solution status: time= 0.751103 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676944e+03 8.460955e-01 0.000000e+00 energy 2.151513e+01 3.693529e-02 2.151513e-01 displacement 7.800891e-02 2.590675e-03 1.081989e-07 5 Nonlinear solution status: time= 0.751103 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676944e+03 2.735805e-04 0.000000e+00 energy 2.151513e+01 1.989953e-05 2.151513e-01 displacement 7.800891e-02 1.152334e-05 1.069869e-07 6 Nonlinear solution status: time= 0.751103 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.676944e+03 1.993135e-06 0.000000e+00 energy 2.151513e+01 1.089616e-07 2.151513e-01 displacement 7.800891e-02 1.627340e-08 1.069683e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.768235e-03 1.000000e-02 gap function : 3.145602e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.751103 Data Record #1 =========================================================================== Step = 99 Time = 0.751103466 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128828 MUST POINT CONTROLLER: adjusting time step. dt = 0.00889653 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 100 : 0.76 ===== 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 6.212569e+03 2.790263e-01 0.000000e+00 energy 1.378521e+01 7.108045e-03 1.378521e-01 displacement 4.994672e-02 4.994672e-02 4.994672e-08 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 6.212569e+03 2.261303e-03 0.000000e+00 energy 1.378521e+01 9.282051e-06 1.378521e-01 displacement 4.994672e-02 3.869184e-04 5.094889e-08 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 6.212569e+03 8.996726e-07 0.000000e+00 energy 1.378521e+01 3.919467e-08 1.378521e-01 displacement 4.994672e-02 1.979309e-08 5.088819e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.825338e-02 1.000000e-02 gap function : 8.847385e-03 *** 4 Nonlinear solution status: time= 0.76 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.212569e+03 5.985978e-04 0.000000e+00 energy 1.378521e+01 7.808045e-04 1.378521e-01 displacement 4.994672e-02 1.751341e-03 7.086183e-08 5 Nonlinear solution status: time= 0.76 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.212569e+03 1.355355e-10 0.000000e+00 energy 1.378521e+01 2.646390e-10 1.378521e-01 displacement 4.994672e-02 8.090613e-09 7.083422e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.262476e-03 1.000000e-02 gap function : 3.008579e-03 *** convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.76 Data Record #1 =========================================================================== Step = 100 Time = 0.76 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111172 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 101 : 0.771117 ===== 1 Nonlinear solution status: time= 0.771117 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.700844e+03 5.752919e-02 0.000000e+00 energy 2.149045e+01 9.147207e-03 2.149045e-01 displacement 7.783069e-02 7.783069e-02 7.783069e-08 2 Nonlinear solution status: time= 0.771117 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.700844e+03 1.549105e-04 0.000000e+00 energy 2.149045e+01 1.074360e-06 2.149045e-01 displacement 7.783069e-02 6.615680e-05 7.830987e-08 3 Nonlinear solution status: time= 0.771117 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.700844e+03 2.679097e-06 0.000000e+00 energy 2.149045e+01 1.033881e-07 2.149045e-01 displacement 7.783069e-02 6.433672e-09 7.829199e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.094010e-02 1.000000e-02 gap function : 1.025810e-02 *** 4 Nonlinear solution status: time= 0.771117 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.700844e+03 2.268086e-02 0.000000e+00 energy 2.149045e+01 4.751517e-03 2.149045e-01 displacement 7.783069e-02 2.474403e-03 1.078331e-07 5 Nonlinear solution status: time= 0.771117 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.700844e+03 6.254574e-06 0.000000e+00 energy 2.149045e+01 6.912928e-07 2.149045e-01 displacement 7.783069e-02 2.975984e-06 1.077030e-07 6 Nonlinear solution status: time= 0.771117 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.700844e+03 1.321192e-09 0.000000e+00 energy 2.149045e+01 1.119660e-10 2.149045e-01 displacement 7.783069e-02 1.704954e-09 1.076961e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.724077e-03 1.000000e-02 gap function : 3.211937e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.771117 Data Record #1 =========================================================================== Step = 101 Time = 0.771117227 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128938 MUST POINT CONTROLLER: adjusting time step. dt = 0.00888277 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 102 : 0.78 ===== 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 6.193159e+03 2.985240e-02 0.000000e+00 energy 1.369147e+01 6.175682e-03 1.369147e-01 displacement 4.955455e-02 4.955455e-02 4.955455e-08 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 6.193159e+03 1.155517e-04 0.000000e+00 energy 1.369147e+01 3.091490e-06 1.369147e-01 displacement 4.955455e-02 3.626573e-05 4.978107e-08 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 6.193159e+03 1.780706e-06 0.000000e+00 energy 1.369147e+01 6.931438e-08 1.369147e-01 displacement 4.955455e-02 4.733965e-09 4.976839e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.795693e-02 1.000000e-02 gap function : 9.046000e-03 *** 4 Nonlinear solution status: time= 0.78 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.193159e+03 2.946691e-03 0.000000e+00 energy 1.369147e+01 1.628667e-03 1.369147e-01 displacement 4.955455e-02 1.823570e-03 7.006395e-08 5 Nonlinear solution status: time= 0.78 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.193159e+03 8.794846e-07 0.000000e+00 energy 1.369147e+01 2.472668e-07 1.369147e-01 displacement 4.955455e-02 6.036860e-07 7.003885e-08 6 Nonlinear solution status: time= 0.78 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.193159e+03 1.071579e-10 0.000000e+00 energy 1.369147e+01 9.544874e-12 1.369147e-01 displacement 4.955455e-02 9.817504e-11 7.003854e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.216502e-03 1.000000e-02 gap function : 3.057913e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.78 Data Record #1 =========================================================================== Step = 102 Time = 0.78 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111062 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 103 : 0.791106 ===== 1 Nonlinear solution status: time= 0.791106 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.681489e+03 1.483033e-02 0.000000e+00 energy 2.136683e+01 8.139576e-03 2.136683e-01 displacement 7.729732e-02 7.729732e-02 7.729732e-08 2 Nonlinear solution status: time= 0.791106 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.681489e+03 2.409088e-04 0.000000e+00 energy 2.136683e+01 8.818931e-06 2.136683e-01 displacement 7.729732e-02 7.611452e-07 7.733020e-08 3 Nonlinear solution status: time= 0.791106 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.681489e+03 1.697835e-07 0.000000e+00 energy 2.136683e+01 1.027790e-08 2.136683e-01 displacement 7.729732e-02 1.000751e-08 7.731576e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.058555e-02 1.000000e-02 gap function : 1.043226e-02 *** 4 Nonlinear solution status: time= 0.791106 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.681489e+03 3.048917e-01 0.000000e+00 energy 2.136683e+01 1.851494e-02 2.136683e-01 displacement 7.729732e-02 2.592671e-03 1.075208e-07 5 Nonlinear solution status: time= 0.791106 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.681489e+03 5.801899e-04 0.000000e+00 energy 2.136683e+01 2.530133e-05 2.136683e-01 displacement 7.729732e-02 5.608689e-06 1.071373e-07 6 Nonlinear solution status: time= 0.791106 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.681489e+03 5.492426e-06 0.000000e+00 energy 2.136683e+01 2.279993e-07 2.136683e-01 displacement 7.729732e-02 3.046286e-08 1.071522e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.681819e-03 1.000000e-02 gap function : 3.288372e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.791106 Data Record #1 =========================================================================== Step = 103 Time = 0.791106218 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.012885 MUST POINT CONTROLLER: adjusting time step. dt = 0.00889378 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 104 : 0.8 ===== 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 6.208701e+03 9.120341e-03 0.000000e+00 energy 1.367300e+01 3.307118e-03 1.367300e-01 displacement 4.942974e-02 4.942974e-02 4.942974e-08 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 6.208701e+03 1.799752e-04 0.000000e+00 energy 1.367300e+01 6.592605e-06 1.367300e-01 displacement 4.942974e-02 5.119528e-07 4.945783e-08 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 6.208701e+03 3.323602e-08 0.000000e+00 energy 1.367300e+01 3.165870e-09 1.367300e-01 displacement 4.942974e-02 7.617948e-09 4.944853e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.769991e-02 1.000000e-02 gap function : 9.263952e-03 *** 4 Nonlinear solution status: time= 0.8 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.208701e+03 1.400395e-01 0.000000e+00 energy 1.367300e+01 7.377136e-03 1.367300e-01 displacement 4.942974e-02 1.900266e-03 7.017226e-08 5 Nonlinear solution status: time= 0.8 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.208701e+03 1.088312e-03 0.000000e+00 energy 1.367300e+01 4.470933e-05 1.367300e-01 displacement 4.942974e-02 4.357151e-06 7.011559e-08 6 Nonlinear solution status: time= 0.8 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.208701e+03 1.167382e-06 0.000000e+00 energy 1.367300e+01 8.034882e-08 1.367300e-01 displacement 4.942974e-02 6.467941e-08 7.013210e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.188079e-03 1.000000e-02 gap function : 3.109699e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 104 Time = 0.8 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.011115 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 105 : 0.811115 ===== 1 Nonlinear solution status: time= 0.811115 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.697043e+03 1.675307e-01 0.000000e+00 energy 2.131702e+01 8.581054e-04 2.131702e-01 displacement 7.702038e-02 7.702038e-02 7.702038e-08 2 Nonlinear solution status: time= 0.811115 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.697043e+03 1.088622e-03 0.000000e+00 energy 2.131702e+01 2.634492e-05 2.131702e-01 displacement 7.702038e-02 1.185707e-04 7.752880e-08 3 Nonlinear solution status: time= 0.811115 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.697043e+03 1.601222e-05 0.000000e+00 energy 2.131702e+01 6.657789e-07 2.131702e-01 displacement 7.702038e-02 4.371186e-08 7.748290e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 2.027892e-02 1.000000e-02 gap function : 1.067257e-02 *** 4 Nonlinear solution status: time= 0.811115 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.697043e+03 5.283776e-02 0.000000e+00 energy 2.131702e+01 6.972007e-03 2.131702e-01 displacement 7.702038e-02 2.657267e-03 1.080022e-07 5 Nonlinear solution status: time= 0.811115 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.697043e+03 5.930827e-05 0.000000e+00 energy 2.131702e+01 3.474483e-06 2.131702e-01 displacement 7.702038e-02 8.862812e-06 1.077793e-07 6 Nonlinear solution status: time= 0.811115 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.697043e+03 3.399601e-08 0.000000e+00 energy 2.131702e+01 3.560970e-09 2.131702e-01 displacement 7.702038e-02 1.308535e-08 1.077615e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.660250e-03 1.000000e-02 gap function : 3.352176e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.811115 Data Record #1 =========================================================================== Step = 105 Time = 0.811115025 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.012892 MUST POINT CONTROLLER: adjusting time step. dt = 0.00888497 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 106 : 0.82 ===== 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 6.196125e+03 2.580165e-02 0.000000e+00 energy 1.359036e+01 2.540526e-03 1.359036e-01 displacement 4.907202e-02 4.907202e-02 4.907202e-08 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 6.196125e+03 6.415789e-04 0.000000e+00 energy 1.359036e+01 2.314035e-05 1.359036e-01 displacement 4.907202e-02 1.580511e-06 4.916885e-08 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 6.196125e+03 1.737756e-08 0.000000e+00 energy 1.359036e+01 1.991501e-09 1.359036e-01 displacement 4.907202e-02 2.622949e-08 4.914960e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.743926e-02 1.000000e-02 gap function : 9.477091e-03 *** 4 Nonlinear solution status: time= 0.82 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.196125e+03 7.108135e-02 0.000000e+00 energy 1.359036e+01 4.149728e-04 1.359036e-01 displacement 4.907202e-02 1.919183e-03 6.993450e-08 5 Nonlinear solution status: time= 0.82 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.196125e+03 1.059431e-03 0.000000e+00 energy 1.359036e+01 4.393263e-05 1.359036e-01 displacement 4.907202e-02 3.243871e-06 7.007225e-08 6 Nonlinear solution status: time= 0.82 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.196125e+03 2.715964e-09 0.000000e+00 energy 1.359036e+01 1.028068e-09 1.359036e-01 displacement 4.907202e-02 6.388228e-08 7.009448e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.169354e-03 1.000000e-02 gap function : 3.187244e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.82 Data Record #1 =========================================================================== Step = 106 Time = 0.82 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.011108 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 107 : 0.831108 ===== 1 Nonlinear solution status: time= 0.831108 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.684507e+03 7.151263e-02 0.000000e+00 energy 2.120219e+01 8.612269e-03 2.120219e-01 displacement 7.651416e-02 7.651416e-02 7.651416e-08 2 Nonlinear solution status: time= 0.831108 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.684507e+03 1.681811e-03 0.000000e+00 energy 2.120219e+01 5.878695e-05 2.120219e-01 displacement 7.651416e-02 2.705634e-05 7.700556e-08 3 Nonlinear solution status: time= 0.831108 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.684507e+03 3.188717e-06 0.000000e+00 energy 2.120219e+01 3.380150e-07 2.120219e-01 displacement 7.651416e-02 7.296146e-08 7.695874e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.998131e-02 1.000000e-02 gap function : 1.091558e-02 *** 4 Nonlinear solution status: time= 0.831108 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.684507e+03 2.255042e-02 0.000000e+00 energy 2.120219e+01 5.147286e-03 2.120219e-01 displacement 7.651416e-02 2.694081e-03 1.074563e-07 5 Nonlinear solution status: time= 0.831108 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.684507e+03 7.450802e-05 0.000000e+00 energy 2.120219e+01 8.710249e-06 2.120219e-01 displacement 7.651416e-02 2.040893e-05 1.075928e-07 6 Nonlinear solution status: time= 0.831108 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.684507e+03 6.020031e-07 0.000000e+00 energy 2.120219e+01 2.906815e-08 2.120219e-01 displacement 7.651416e-02 2.448245e-08 1.075848e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.658384e-03 1.000000e-02 gap function : 3.409472e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.831108 Data Record #1 =========================================================================== Step = 107 Time = 0.83110798 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128864 MUST POINT CONTROLLER: adjusting time step. dt = 0.00889202 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 108 : 0.84 ===== 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 6.205978e+03 6.589184e-02 0.000000e+00 energy 1.355482e+01 1.094289e-02 1.355482e-01 displacement 4.888334e-02 4.888334e-02 4.888334e-08 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 6.205978e+03 1.740212e-03 0.000000e+00 energy 1.355482e+01 6.193613e-05 1.355482e-01 displacement 4.888334e-02 4.027534e-06 4.908063e-08 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 6.205978e+03 3.955753e-08 0.000000e+00 energy 1.355482e+01 2.608656e-09 1.355482e-01 displacement 4.888334e-02 6.989561e-08 4.904616e-08 4 Nonlinear solution status: time= 0.84 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.205978e+03 6.526784e-10 0.000000e+00 energy 1.355482e+01 2.890022e-11 1.355482e-01 displacement 4.888334e-02 2.342365e-12 4.904617e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.722299e-02 1.000000e-02 gap function : 9.624196e-03 *** 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 6.205978e+03 3.980610e-02 0.000000e+00 energy 1.355482e+01 1.292181e-03 1.355482e-01 displacement 4.888334e-02 1.975989e-03 7.013374e-08 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 6.205978e+03 6.362137e-04 0.000000e+00 energy 1.355482e+01 2.651464e-05 1.355482e-01 displacement 4.888334e-02 1.902626e-06 7.028651e-08 7 Nonlinear solution status: time= 0.84 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.205978e+03 3.327046e-10 0.000000e+00 energy 1.355482e+01 1.027251e-10 1.355482e-01 displacement 4.888334e-02 3.885534e-08 7.030822e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.175889e-03 1.000000e-02 gap function : 3.283721e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.84 Data Record #1 =========================================================================== Step = 108 Time = 0.84 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110606 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 109 : 0.851061 ===== 1 Nonlinear solution status: time= 0.851061 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.602061e+03 1.312462e-01 0.000000e+00 energy 2.093158e+01 2.032840e-02 2.093158e-01 displacement 7.544407e-02 7.544407e-02 7.544407e-08 2 Nonlinear solution status: time= 0.851061 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.602061e+03 3.551518e-03 0.000000e+00 energy 2.093158e+01 1.254169e-04 2.093158e-01 displacement 7.544407e-02 8.341888e-06 7.582150e-08 3 Nonlinear solution status: time= 0.851061 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.602061e+03 1.938461e-07 0.000000e+00 energy 2.093158e+01 1.048578e-08 2.093158e-01 displacement 7.544407e-02 1.442462e-07 7.575497e-08 4 Nonlinear solution status: time= 0.851061 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.602061e+03 3.931504e-09 0.000000e+00 energy 2.093158e+01 1.626302e-10 2.093158e-01 displacement 7.544407e-02 1.215763e-11 7.575515e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.965379e-02 1.000000e-02 gap function : 1.113910e-02 *** 5 Nonlinear solution status: time= 0.851061 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.602061e+03 2.406969e-02 0.000000e+00 energy 2.093158e+01 6.991114e-04 2.093158e-01 displacement 7.544407e-02 2.716302e-03 1.064523e-07 6 Nonlinear solution status: time= 0.851061 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.602061e+03 3.059403e-04 0.000000e+00 energy 2.093158e+01 1.271244e-05 2.093158e-01 displacement 7.544407e-02 1.173281e-06 1.065391e-07 7 Nonlinear solution status: time= 0.851061 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.602061e+03 1.316423e-07 0.000000e+00 energy 2.093158e+01 1.239391e-08 2.093158e-01 displacement 7.544407e-02 1.924791e-08 1.065617e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.660079e-03 1.000000e-02 gap function : 3.472416e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.851061 Data Record #1 =========================================================================== Step = 109 Time = 0.851060616 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128058 MUST POINT CONTROLLER: adjusting time step. dt = 0.00893938 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 110 : 0.86 ===== 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 6.272266e+03 1.472923e-01 0.000000e+00 energy 1.363957e+01 2.275367e-02 1.363957e-01 displacement 4.912805e-02 4.912805e-02 4.912805e-08 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 6.272266e+03 4.045987e-03 0.000000e+00 energy 1.363957e+01 1.413224e-04 1.363957e-01 displacement 4.912805e-02 8.998645e-06 4.947001e-08 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 6.272266e+03 2.130332e-07 0.000000e+00 energy 1.363957e+01 9.586103e-09 1.363957e-01 displacement 4.912805e-02 1.619626e-07 4.941202e-08 4 Nonlinear solution status: time= 0.86 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.272266e+03 4.525119e-09 0.000000e+00 energy 1.363957e+01 1.876700e-10 1.363957e-01 displacement 4.912805e-02 1.418069e-11 4.941216e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.706747e-02 1.000000e-02 gap function : 9.849407e-03 *** 5 Nonlinear solution status: time= 0.86 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.272266e+03 1.732375e-02 0.000000e+00 energy 1.363957e+01 1.764900e-03 1.363957e-01 displacement 4.912805e-02 2.043824e-03 7.097167e-08 6 Nonlinear solution status: time= 0.86 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.272266e+03 2.590494e-04 0.000000e+00 energy 1.363957e+01 1.058340e-05 1.363957e-01 displacement 4.912805e-02 9.796989e-07 7.111443e-08 7 Nonlinear solution status: time= 0.86 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.272266e+03 2.662901e-08 0.000000e+00 energy 1.363957e+01 6.012283e-09 1.363957e-01 displacement 4.912805e-02 1.608455e-08 7.113143e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.207817e-03 1.000000e-02 gap function : 3.335451e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.86 Data Record #1 =========================================================================== Step = 110 Time = 0.86 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110987 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 111 : 0.871099 ===== 1 Nonlinear solution status: time= 0.871099 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.668369e+03 2.597758e-01 0.000000e+00 energy 2.098177e+01 3.745019e-02 2.098177e-01 displacement 7.553197e-02 7.553197e-02 7.553197e-08 2 Nonlinear solution status: time= 0.871099 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.668369e+03 7.293704e-03 0.000000e+00 energy 2.098177e+01 2.531170e-04 2.098177e-01 displacement 7.553197e-02 1.646985e-05 7.612289e-08 3 Nonlinear solution status: time= 0.871099 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.668369e+03 3.812967e-07 0.000000e+00 energy 2.098177e+01 1.803298e-08 2.098177e-01 displacement 7.553197e-02 2.950154e-07 7.602261e-08 4 Nonlinear solution status: time= 0.871099 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.668369e+03 7.835805e-09 0.000000e+00 energy 2.098177e+01 3.247287e-10 2.098177e-01 displacement 7.553197e-02 2.422612e-11 7.602286e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.947264e-02 1.000000e-02 gap function : 1.139722e-02 *** 5 Nonlinear solution status: time= 0.871099 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.668369e+03 1.528856e-02 0.000000e+00 energy 2.098177e+01 6.917132e-04 2.098177e-01 displacement 7.553197e-02 2.826034e-03 1.074225e-07 6 Nonlinear solution status: time= 0.871099 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.668369e+03 1.144858e-04 0.000000e+00 energy 2.098177e+01 6.353205e-06 2.098177e-01 displacement 7.553197e-02 8.719964e-07 1.074604e-07 7 Nonlinear solution status: time= 0.871099 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.668369e+03 1.637119e-07 0.000000e+00 energy 2.098177e+01 4.459091e-09 2.098177e-01 displacement 7.553197e-02 5.812302e-09 1.074589e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.685165e-03 1.000000e-02 gap function : 3.551239e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.871099 Data Record #1 =========================================================================== Step = 111 Time = 0.871098733 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128365 MUST POINT CONTROLLER: adjusting time step. dt = 0.00890127 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 112 : 0.88 ===== 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 6.325547e+03 6.106159e-02 0.000000e+00 energy 1.364802e+01 3.682490e-03 1.364802e-01 displacement 4.871166e-02 4.871166e-02 4.871166e-08 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 6.325547e+03 1.468943e-03 0.000000e+00 energy 1.364802e+01 5.716285e-05 1.364802e-01 displacement 4.871166e-02 4.367162e-06 4.884568e-08 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 6.325547e+03 4.574143e-09 0.000000e+00 energy 1.364802e+01 1.390147e-09 1.364802e-01 displacement 4.871166e-02 7.118040e-08 4.881964e-08 4 Nonlinear solution status: time= 0.88 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.325547e+03 2.804173e-11 0.000000e+00 energy 1.364802e+01 1.144344e-12 1.364802e-01 displacement 4.871166e-02 1.015393e-13 4.881970e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.683605e-02 1.000000e-02 gap function : 1.007496e-02 *** 5 Nonlinear solution status: time= 0.88 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.325547e+03 1.669633e-02 0.000000e+00 energy 1.364802e+01 1.384549e-03 1.364802e-01 displacement 4.871166e-02 2.112937e-03 7.064347e-08 6 Nonlinear solution status: time= 0.88 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.325547e+03 1.897551e-04 0.000000e+00 energy 1.364802e+01 8.206326e-06 1.364802e-01 displacement 4.871166e-02 7.282599e-07 7.066957e-08 7 Nonlinear solution status: time= 0.88 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.325547e+03 4.016168e-08 0.000000e+00 energy 1.364802e+01 4.133928e-09 1.364802e-01 displacement 4.871166e-02 1.343106e-08 7.068002e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.218687e-03 1.000000e-02 gap function : 3.441637e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.88 Data Record #1 =========================================================================== Step = 112 Time = 0.88 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110681 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 113 : 0.891068 ===== 1 Nonlinear solution status: time= 0.891068 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779978e+03 1.232389e-01 0.000000e+00 energy 2.105689e+01 6.482259e-03 2.105689e-01 displacement 7.511724e-02 7.511724e-02 7.511724e-08 2 Nonlinear solution status: time= 0.891068 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779978e+03 4.059787e-03 0.000000e+00 energy 2.105689e+01 1.346294e-04 2.105689e-01 displacement 7.511724e-02 8.905883e-06 7.537611e-08 3 Nonlinear solution status: time= 0.891068 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779978e+03 2.214014e-06 0.000000e+00 energy 2.105689e+01 4.828612e-07 2.105689e-01 displacement 7.511724e-02 1.909962e-07 7.531848e-08 4 Nonlinear solution status: time= 0.891068 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779978e+03 1.647268e-10 0.000000e+00 energy 2.105689e+01 7.695131e-12 2.105689e-01 displacement 7.511724e-02 1.537758e-10 7.531688e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.920297e-02 1.000000e-02 gap function : 1.165173e-02 *** 5 Nonlinear solution status: time= 0.891068 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779978e+03 2.288989e-02 0.000000e+00 energy 2.105689e+01 4.834812e-03 2.105689e-01 displacement 7.511724e-02 2.925535e-03 1.071632e-07 6 Nonlinear solution status: time= 0.891068 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779978e+03 1.044757e-05 0.000000e+00 energy 2.105689e+01 1.164834e-06 2.105689e-01 displacement 7.511724e-02 5.870221e-07 1.070499e-07 7 Nonlinear solution status: time= 0.891068 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.779978e+03 9.686776e-09 0.000000e+00 energy 2.105689e+01 9.071690e-10 2.105689e-01 displacement 7.511724e-02 4.988303e-10 1.070485e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.682223e-03 1.000000e-02 gap function : 3.636147e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.891068 Data Record #1 =========================================================================== Step = 113 Time = 0.891068057 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128118 MUST POINT CONTROLLER: adjusting time step. dt = 0.00893194 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 114 : 0.9 ===== 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 6.420261e+03 1.861967e-02 0.000000e+00 energy 1.377051e+01 5.897578e-03 1.377051e-01 displacement 4.892640e-02 4.892640e-02 4.892640e-08 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 6.420261e+03 3.410662e-04 0.000000e+00 energy 1.377051e+01 1.349996e-05 1.377051e-01 displacement 4.892640e-02 1.133827e-06 4.895058e-08 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 6.420261e+03 2.914053e-08 0.000000e+00 energy 1.377051e+01 3.547461e-09 1.377051e-01 displacement 4.892640e-02 1.645249e-08 4.894054e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.669978e-02 1.000000e-02 gap function : 1.031343e-02 *** 4 Nonlinear solution status: time= 0.9 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.420261e+03 9.861553e-02 0.000000e+00 energy 1.377051e+01 9.613104e-03 1.377051e-01 displacement 4.892640e-02 2.234438e-03 7.142869e-08 5 Nonlinear solution status: time= 0.9 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.420261e+03 2.953674e-04 0.000000e+00 energy 1.377051e+01 1.285669e-05 1.377051e-01 displacement 4.892640e-02 2.005302e-06 7.126478e-08 6 Nonlinear solution status: time= 0.9 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.420261e+03 2.024341e-06 0.000000e+00 energy 1.377051e+01 8.539361e-08 1.377051e-01 displacement 4.892640e-02 1.854950e-08 7.127219e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.231928e-03 1.000000e-02 gap function : 3.528891e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 114 Time = 0.9 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111456 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 115 : 0.911146 ===== 1 Nonlinear solution status: time= 0.911146 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.997079e+03 4.715593e-02 0.000000e+00 energy 2.139510e+01 9.724498e-03 2.139510e-01 displacement 7.598075e-02 7.598075e-02 7.598075e-08 2 Nonlinear solution status: time= 0.911146 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.997079e+03 8.930888e-04 0.000000e+00 energy 2.139510e+01 3.498537e-05 2.139510e-01 displacement 7.598075e-02 2.921299e-06 7.605395e-08 3 Nonlinear solution status: time= 0.911146 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.997079e+03 6.957726e-08 0.000000e+00 energy 2.139510e+01 8.572071e-09 2.139510e-01 displacement 7.598075e-02 4.246721e-08 7.603303e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.910989e-02 1.000000e-02 gap function : 1.196823e-02 *** 4 Nonlinear solution status: time= 0.911146 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.997079e+03 1.188677e-01 0.000000e+00 energy 2.139510e+01 1.422760e-02 2.139510e-01 displacement 7.598075e-02 3.098720e-03 1.089796e-07 5 Nonlinear solution status: time= 0.911146 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.997079e+03 4.916293e-05 0.000000e+00 energy 2.139510e+01 2.373111e-06 2.139510e-01 displacement 7.598075e-02 1.518158e-06 1.086808e-07 6 Nonlinear solution status: time= 0.911146 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.997079e+03 7.337922e-07 0.000000e+00 energy 2.139510e+01 2.932978e-08 2.139510e-01 displacement 7.598075e-02 2.763913e-09 1.086846e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.708968e-03 1.000000e-02 gap function : 3.741342e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.911146 Data Record #1 =========================================================================== Step = 115 Time = 0.911145554 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0129164 MUST POINT CONTROLLER: adjusting time step. dt = 0.00885445 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 116 : 0.92 ===== 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 6.309387e+03 2.850991e-01 0.000000e+00 energy 1.346552e+01 8.400079e-04 1.346552e-01 displacement 4.779416e-02 4.779416e-02 4.779416e-08 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 6.309387e+03 3.765201e-03 0.000000e+00 energy 1.346552e+01 9.094324e-05 1.346552e-01 displacement 4.779416e-02 2.210946e-04 4.853472e-08 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 6.309387e+03 3.696382e-05 0.000000e+00 energy 1.346552e+01 1.713127e-06 1.346552e-01 displacement 4.779416e-02 1.468153e-07 4.847162e-08 4 Nonlinear solution status: time= 0.92 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.309387e+03 6.120059e-09 0.000000e+00 energy 1.346552e+01 1.015003e-09 1.346552e-01 displacement 4.779416e-02 2.201007e-09 4.847289e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.646240e-02 1.000000e-02 gap function : 1.058331e-02 *** 5 Nonlinear solution status: time= 0.92 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.309387e+03 6.082066e-02 0.000000e+00 energy 1.346552e+01 5.901555e-03 1.346552e-01 displacement 4.779416e-02 2.277149e-03 7.105574e-08 6 Nonlinear solution status: time= 0.92 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.309387e+03 2.754408e-04 0.000000e+00 energy 1.346552e+01 1.070922e-05 1.346552e-01 displacement 4.779416e-02 4.301919e-06 7.078214e-08 7 Nonlinear solution status: time= 0.92 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.309387e+03 1.557918e-06 0.000000e+00 energy 1.346552e+01 9.445692e-08 1.346552e-01 displacement 4.779416e-02 2.090312e-08 7.079439e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.218068e-03 1.000000e-02 gap function : 3.578334e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.92 Data Record #1 =========================================================================== Step = 116 Time = 0.92 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0110304 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 117 : 0.93103 ===== 1 Nonlinear solution status: time= 0.93103 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.791370e+03 2.281301e-01 0.000000e+00 energy 2.084923e+01 5.144494e-04 2.084923e-01 displacement 7.397766e-02 7.397766e-02 7.397766e-08 2 Nonlinear solution status: time= 0.93103 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.791370e+03 2.707271e-03 0.000000e+00 energy 2.084923e+01 7.681074e-05 2.084923e-01 displacement 7.397766e-02 2.540609e-04 7.487692e-08 3 Nonlinear solution status: time= 0.93103 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.791370e+03 2.972689e-05 0.000000e+00 energy 2.084923e+01 1.426248e-06 2.084923e-01 displacement 7.397766e-02 1.222549e-07 7.481939e-08 4 Nonlinear solution status: time= 0.93103 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.791370e+03 2.686165e-09 0.000000e+00 energy 2.084923e+01 6.172462e-10 2.084923e-01 displacement 7.397766e-02 2.409500e-09 7.482060e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.876747e-02 1.000000e-02 gap function : 1.217431e-02 *** 5 Nonlinear solution status: time= 0.93103 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.791370e+03 6.257332e-02 0.000000e+00 energy 2.084923e+01 1.056494e-02 2.084923e-01 displacement 7.397766e-02 3.146772e-03 1.076732e-07 6 Nonlinear solution status: time= 0.93103 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.791370e+03 5.544918e-06 0.000000e+00 energy 2.084923e+01 3.115374e-07 2.084923e-01 displacement 7.397766e-02 6.007363e-06 1.071333e-07 7 Nonlinear solution status: time= 0.93103 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.791370e+03 4.633372e-08 0.000000e+00 energy 2.084923e+01 1.795931e-09 2.084923e-01 displacement 7.397766e-02 1.788767e-09 1.071342e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.697937e-03 1.000000e-02 gap function : 3.847473e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.93103 Data Record #1 =========================================================================== Step = 117 Time = 0.931030377 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0127815 MUST POINT CONTROLLER: adjusting time step. dt = 0.00896962 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 118 : 0.94 ===== 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 6.474429e+03 2.443818e-01 0.000000e+00 energy 1.374678e+01 5.346399e-03 1.374678e-01 displacement 4.875437e-02 4.875437e-02 4.875437e-08 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 6.474429e+03 2.874603e-03 0.000000e+00 energy 1.374678e+01 9.027034e-05 1.374678e-01 displacement 4.875437e-02 1.149394e-04 4.945265e-08 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 6.474429e+03 2.153353e-05 0.000000e+00 energy 1.374678e+01 1.267275e-06 1.374678e-01 displacement 4.875437e-02 1.374183e-07 4.940831e-08 4 Nonlinear solution status: time= 0.94 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.474429e+03 1.950317e-09 0.000000e+00 energy 1.374678e+01 7.158714e-10 1.374678e-01 displacement 4.875437e-02 2.289378e-09 4.940841e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.645652e-02 1.000000e-02 gap function : 1.091412e-02 *** 5 Nonlinear solution status: time= 0.94 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.474429e+03 9.197848e-03 0.000000e+00 energy 1.374678e+01 2.885485e-03 1.374678e-01 displacement 4.875437e-02 2.387412e-03 7.268984e-08 6 Nonlinear solution status: time= 0.94 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.474429e+03 1.577425e-06 0.000000e+00 energy 1.374678e+01 1.043296e-06 1.374678e-01 displacement 4.875437e-02 2.207720e-06 7.251804e-08 7 Nonlinear solution status: time= 0.94 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.474429e+03 4.251148e-11 0.000000e+00 energy 1.374678e+01 2.006583e-11 1.374678e-01 displacement 4.875437e-02 1.009273e-09 7.252013e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.266471e-03 1.000000e-02 gap function : 3.628666e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.94 Data Record #1 =========================================================================== Step = 118 Time = 0.94 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0111231 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 119 : 0.951123 ===== 1 Nonlinear solution status: time= 0.951123 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003465e+04 8.144397e-02 0.000000e+00 energy 2.123282e+01 1.832120e-02 2.123282e-01 displacement 7.504199e-02 7.504199e-02 7.504199e-08 2 Nonlinear solution status: time= 0.951123 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003465e+04 2.950631e-04 0.000000e+00 energy 2.123282e+01 1.374838e-06 2.123282e-01 displacement 7.504199e-02 1.797092e-04 7.547132e-08 3 Nonlinear solution status: time= 0.951123 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003465e+04 4.535409e-06 0.000000e+00 energy 2.123282e+01 1.736962e-07 2.123282e-01 displacement 7.504199e-02 1.310989e-08 7.544521e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.874143e-02 1.000000e-02 gap function : 1.259874e-02 *** 4 Nonlinear solution status: time= 0.951123 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003465e+04 3.750569e-02 0.000000e+00 energy 2.123282e+01 7.551771e-03 2.123282e-01 displacement 7.504199e-02 3.293546e-03 1.092336e-07 5 Nonlinear solution status: time= 0.951123 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003465e+04 7.780960e-06 0.000000e+00 energy 2.123282e+01 4.363273e-07 2.123282e-01 displacement 7.504199e-02 4.043035e-06 1.090103e-07 6 Nonlinear solution status: time= 0.951123 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.003465e+04 2.857275e-09 0.000000e+00 energy 2.123282e+01 8.726724e-11 2.123282e-01 displacement 7.504199e-02 4.105991e-09 1.090025e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.730864e-03 1.000000e-02 gap function : 3.961584e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.951123 Data Record #1 =========================================================================== Step = 119 Time = 0.951123068 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0128985 MUST POINT CONTROLLER: adjusting time step. dt = 0.00887693 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 120 : 0.96 ===== 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 6.391147e+03 9.068142e-02 0.000000e+00 energy 1.348252e+01 9.889130e-03 1.348252e-01 displacement 4.763089e-02 4.763089e-02 4.763089e-08 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 6.391147e+03 1.225139e-03 0.000000e+00 energy 1.348252e+01 2.789992e-05 1.348252e-01 displacement 4.763089e-02 1.577860e-04 4.785879e-08 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 6.391147e+03 1.660647e-05 0.000000e+00 energy 1.348252e+01 6.908180e-07 1.348252e-01 displacement 4.763089e-02 5.173301e-08 4.782341e-08 4 Nonlinear solution status: time= 0.96 stiffness updates = 3 right hand side evaluations = 5 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.391147e+03 8.443404e-10 0.000000e+00 energy 1.348252e+01 1.717092e-10 1.348252e-01 displacement 4.763089e-02 7.051247e-10 4.782509e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.624797e-02 1.000000e-02 gap function : 1.116145e-02 *** 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 6.391147e+03 1.290739e-01 0.000000e+00 energy 1.348252e+01 3.727686e-03 1.348252e-01 displacement 4.763089e-02 2.439957e-03 7.115735e-08 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 6.391147e+03 1.464970e-03 0.000000e+00 energy 1.348252e+01 6.397809e-05 1.348252e-01 displacement 4.763089e-02 4.852049e-06 7.109920e-08 7 Nonlinear solution status: time= 0.96 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.391147e+03 5.327912e-08 0.000000e+00 energy 1.348252e+01 1.605132e-08 1.348252e-01 displacement 4.763089e-02 1.153366e-07 7.111878e-08 8 Nonlinear solution status: time= 0.96 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.391147e+03 5.711726e-12 0.000000e+00 energy 1.348252e+01 1.989404e-12 1.348252e-01 displacement 4.763089e-02 6.704347e-12 7.111916e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.248572e-03 1.000000e-02 gap function : 3.720846e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 0.96 Data Record #1 =========================================================================== Step = 120 Time = 0.96 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0101898 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 121 : 0.97019 ===== 1 Nonlinear solution status: time= 0.97019 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.421432e+03 1.739111e-02 0.000000e+00 energy 1.772108e+01 1.724258e-02 1.772108e-01 displacement 6.258375e-02 6.258375e-02 6.258375e-08 2 Nonlinear solution status: time= 0.97019 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.421432e+03 7.327708e-05 0.000000e+00 energy 1.772108e+01 2.579530e-06 1.772108e-01 displacement 6.258375e-02 5.365517e-06 6.261419e-08 3 Nonlinear solution status: time= 0.97019 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.421432e+03 9.470488e-07 0.000000e+00 energy 1.772108e+01 4.378481e-08 1.772108e-01 displacement 6.258375e-02 4.637741e-09 6.260910e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.740037e-02 1.000000e-02 gap function : 1.207731e-02 *** 4 Nonlinear solution status: time= 0.97019 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.421432e+03 1.734096e-01 0.000000e+00 energy 1.772108e+01 1.675071e-02 1.772108e-01 displacement 6.258375e-02 3.044700e-03 9.208520e-08 5 Nonlinear solution status: time= 0.97019 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.421432e+03 4.891091e-05 0.000000e+00 energy 1.772108e+01 5.212663e-06 1.772108e-01 displacement 6.258375e-02 2.613279e-05 9.176392e-08 6 Nonlinear solution status: time= 0.97019 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 8.421432e+03 3.619321e-07 0.000000e+00 energy 1.772108e+01 2.925966e-08 1.772108e-01 displacement 6.258375e-02 5.203456e-08 9.174326e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.493032e-03 1.000000e-02 gap function : 3.914681e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.97019 Data Record #1 =========================================================================== Step = 121 Time = 0.970189832 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0121519 MUST POINT CONTROLLER: adjusting time step. dt = 0.00981017 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 122 : 0.98 ===== 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 7.805609e+03 1.652629e-02 0.000000e+00 energy 1.637751e+01 1.359388e-02 1.637751e-01 displacement 5.781963e-02 5.781963e-02 5.781963e-08 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 7.805609e+03 1.513746e-04 0.000000e+00 energy 1.637751e+01 6.001722e-06 1.637751e-01 displacement 5.781963e-02 6.855390e-07 5.780868e-08 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 7.805609e+03 3.272331e-07 0.000000e+00 energy 1.637751e+01 1.481388e-08 1.637751e-01 displacement 5.781963e-02 7.758688e-09 5.780156e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.709179e-02 1.000000e-02 gap function : 1.206461e-02 *** 4 Nonlinear solution status: time= 0.98 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.805609e+03 7.333860e-01 0.000000e+00 energy 1.637751e+01 3.784675e-02 1.637751e-01 displacement 5.781963e-02 3.068453e-03 8.641908e-08 5 Nonlinear solution status: time= 0.98 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.805609e+03 3.227976e-06 0.000000e+00 energy 1.637751e+01 1.166921e-06 1.637751e-01 displacement 5.781963e-02 7.713029e-06 8.570100e-08 6 Nonlinear solution status: time= 0.98 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 7.805609e+03 3.870622e-08 0.000000e+00 energy 1.637751e+01 1.779484e-09 1.637751e-01 displacement 5.781963e-02 1.955386e-10 8.569924e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.451512e-03 1.000000e-02 gap function : 3.944784e-03 *** convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.98 Data Record #1 =========================================================================== Step = 122 Time = 0.98 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0118481 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 123 : 0.991848 ===== 1 Nonlinear solution status: time= 0.991848 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.138545e+04 6.099863e-02 0.000000e+00 energy 2.381995e+01 7.302471e-03 2.381995e-01 displacement 8.406681e-02 8.406681e-02 8.406681e-08 2 Nonlinear solution status: time= 0.991848 stiffness updates = 1 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.138545e+04 1.450311e-03 0.000000e+00 energy 2.381995e+01 4.855412e-05 2.381995e-01 displacement 8.406681e-02 4.593309e-06 8.431177e-08 3 Nonlinear solution status: time= 0.991848 stiffness updates = 2 right hand side evaluations = 4 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.138545e+04 4.954710e-06 0.000000e+00 energy 2.381995e+01 1.188340e-07 2.381995e-01 displacement 8.406681e-02 7.816590e-08 8.425403e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.953556e-02 1.000000e-02 gap function : 1.393857e-02 *** 4 Nonlinear solution status: time= 0.991848 stiffness updates = 2 right hand side evaluations = 6 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.138545e+04 4.502751e-01 0.000000e+00 energy 2.381995e+01 2.584250e-02 2.381995e-01 displacement 8.406681e-02 3.980572e-03 1.234665e-07 5 Nonlinear solution status: time= 0.991848 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.138545e+04 1.663574e-03 0.000000e+00 energy 2.381995e+01 6.672877e-05 2.381995e-01 displacement 8.406681e-02 1.148882e-05 1.233092e-07 6 Nonlinear solution status: time= 0.991848 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.138545e+04 1.394719e-05 0.000000e+00 energy 2.381995e+01 5.432773e-07 2.381995e-01 displacement 8.406681e-02 1.305402e-07 1.233736e-07 7 Nonlinear solution status: time= 0.991848 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.138545e+04 1.461692e-08 0.000000e+00 energy 2.381995e+01 7.849773e-10 2.381995e-01 displacement 8.406681e-02 5.152127e-10 1.233808e-07 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 5.017487e-03 1.000000e-02 gap function : 4.319354e-03 *** convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.991848 Data Record #1 =========================================================================== Step = 123 Time = 0.991848135 Data = x;y;z File = BoxPositions.dat AUTO STEPPER: increasing time step, dt = 0.0134396 MUST POINT CONTROLLER: adjusting time step. dt = 0.00815187 ===== reforming stiffness matrix: Nr of equations ........................... : 148 Nr of nonzeroes in stiffness matrix ....... : 1858 ===== beginning time step 124 : 1 ===== 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 5.389710e+03 3.767652e-02 0.000000e+00 energy 1.123618e+01 4.283173e-04 1.123618e-01 displacement 3.964088e-02 3.964088e-02 3.964088e-08 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 5.389710e+03 8.574393e-04 0.000000e+00 energy 1.123618e+01 3.275596e-05 1.123618e-01 displacement 3.964088e-02 2.862704e-06 3.973791e-08 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 5.389710e+03 1.563805e-07 0.000000e+00 energy 1.123618e+01 6.928706e-09 1.123618e-01 displacement 3.964088e-02 4.548521e-08 3.971784e-08 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 5.389710e+03 4.012783e-09 0.000000e+00 energy 1.123618e+01 1.319815e-10 1.123618e-01 displacement 3.964088e-02 9.026212e-12 3.971813e-08 ........................ augmentation # 1 sliding interface # 1 CURRENT REQUIRED normal force : 1.537396e-02 1.000000e-02 gap function : 1.131686e-02 *** 5 Nonlinear solution status: time= 1 stiffness updates = 3 right hand side evaluations = 7 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.389710e+03 8.101908e-02 0.000000e+00 energy 1.123618e+01 2.654225e-03 1.123618e-01 displacement 3.964088e-02 2.389323e-03 6.075481e-08 6 Nonlinear solution status: time= 1 stiffness updates = 4 right hand side evaluations = 8 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.389710e+03 1.033561e-03 0.000000e+00 energy 1.123618e+01 4.419681e-05 1.123618e-01 displacement 3.964088e-02 4.404983e-06 6.088685e-08 7 Nonlinear solution status: time= 1 stiffness updates = 5 right hand side evaluations = 9 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.389710e+03 5.762490e-08 0.000000e+00 energy 1.123618e+01 9.203145e-09 1.123618e-01 displacement 3.964088e-02 8.365121e-08 6.091111e-08 8 Nonlinear solution status: time= 1 stiffness updates = 6 right hand side evaluations = 10 stiffness matrix reformations = 0 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.389710e+03 1.183888e-11 0.000000e+00 energy 1.123618e+01 1.940766e-12 1.123618e-01 displacement 3.964088e-02 1.520301e-12 6.091121e-08 ........................ augmentation # 2 sliding interface # 1 CURRENT REQUIRED normal force : 4.159273e-03 1.000000e-02 gap function : 3.911507e-03 *** convergence summary number of iterations : 8 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 124 Time = 1 Data = x;y;z File = BoxPositions.dat 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 .................... : 124 Total number of equilibrium iterations ............ : 924 Average number of equilibrium iterations .......... : 7.45161 Total number of right hand evaluations ............ : 1214 Total number of stiffness reformations ............ : 133 Time in solver: 0:00:00 Elapsed time : 0:00:03 N O R M A L T E R M I N A T I O N