=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 9 . 1 --- http://febio.org FEBio is a registered trademark. copyright (c) 2006-2019 - All rights reserved =========================================================================== FILES USED =========================================================================== Input file : oks003_tension_flex.feb Plot file : oks003_tension_flex.xplt Log file : oks003_tension_flex.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 68271 Number of solid elements ....................... : 102662 Number of shell elements ....................... : 93798 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 40 Time step size ................................. : 0.05 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 50 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0.05 Number of loadcurves ........................... : 5 SOLVER PARAMETERS =========================================================================== symmetric_stiffness ............................... : false lstol ............................................. : 0.9 lsmin ............................................. : 0.01 lsiter ............................................ : 5 max_refs .......................................... : 25 max_ups ........................................... : 0 qn_max_buffer_size ................................ : 0 qn_cycle_buffer ................................... : true cmax .............................................. : 100000 qnmethod .......................................... : 1 check_zero_diagonal ............................... : true zero_diagonal_tol ................................. : 0 equation_scheme ................................... : 0 force_partition ................................... : 0 reform_each_time_step ............................. : true diverge_reform .................................... : true do_reforms ........................................ : true dtol .............................................. : 0.01 etol .............................................. : 0.1 rtol .............................................. : 0 min_residual ...................................... : 0.001 max_residual ...................................... : 0 rhoi .............................................. : -2 alpha ............................................. : 1 beta .............................................. : 0.25 gamma ............................................. : 0.5 logSolve .......................................... : false OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) rigid position (type = vec3f, format = REGION) rigid angular position (type = vec3f, format = REGION) rigid force (type = vec3f, format = REGION) rigid torque (type = vec3f, format = REGION) fiber stretch (type = float, format = ITEM) Surface Variables: contact gap (type = float, format = ITEM) contact pressure (type = float, format = ITEM) contact traction (type = vec3f, format = ITEM) MATERIAL DATA =========================================================================== 1 - FMB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -1.036,-6.717,0.171 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,-24.9345 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 1.09816e+006 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 0.000327011 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 109.816 lam_max ........................................... : 1.046 mat_axis: (type: vector) vector .......................................... : -0.0803999,-0.507665,-0.857795 a ............................................... : -0.0803999,-0.507665,-0.857795 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,0.171 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.28267,-6.22943,0.171 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -1.036, -6.717, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -4.4315, -7.2205, -24.9345 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -4.4315, -7.2205, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : -4.28267, -6.22943, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false --------------------------------------------------------------------------- contact interface 2 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false NONLINEAR CONSTRAINT DATA =========================================================================== LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : unsymmetric ===== beginning time step 1 : 0.05 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488653 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.728295e+012 3.697702e+009 0.000000e+000 energy 5.334542e+006 2.746385e+004 5.334542e+005 displacement 8.013911e+002 8.013911e+002 8.013911e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488941 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.728295e+012 1.498740e+006 0.000000e+000 energy 5.334542e+006 1.227193e+002 5.334542e+005 displacement 8.013911e+002 1.827864e+001 7.284949e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488977 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.728295e+012 9.621917e+004 0.000000e+000 energy 5.334542e+006 1.492007e+000 5.334542e+005 displacement 8.013911e+002 9.295268e+000 7.694931e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489049 4 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.728295e+012 4.144168e+002 0.000000e+000 energy 5.334542e+006 5.167805e-002 5.334542e+005 displacement 8.013911e+002 3.913312e+000 8.188877e-002 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488905 5 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.728295e+012 2.724094e+000 0.000000e+000 energy 5.334542e+006 3.132584e-004 5.334542e+005 displacement 8.013911e+002 3.785051e-002 8.135916e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.572758e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 3.929849e-015 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.372976e-022 1.000000e-002 moment: 0.000000e+000 *** angle : 1.617961e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.627598e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 2.936540e-014 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -0.966262 -6.75427 0.3685 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.367945 5 -4.28799 -6.25866 0.367945 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = rotation_quaternion 1 -0.0129671 0.00185745 0.000474986 0.999914 2 0 0 0 1 4 1.60013e-021 -2.39522e-022 0.00047611 1 5 -1.22391e-005 -8.17636e-005 0.00047611 1 Data Record #3 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Forces 1 -4.65418 -20.8341 -25.4248 2 4.67288 20.8165 25.4965 4 6.55483e-010 -9.79425e-011 5.54918e-013 5 -6.92773e-010 -1.52645e-010 -4.53429e-011 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -762.222 281.656 -88.2164 2 248.43 -252.2 157.603 4 -4.05456e-013 6.04949e-014 -8.87604e-008 5 3.2235e-010 2.14001e-009 7.56487e-008 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -3.72908e-011 -2.50588e-010 -4.4788e-011 2 -9.40452e-019 -6.3032e-018 0 3 6.55483e-010 -9.79425e-011 5.54918e-013 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 2.99555e-010 1.99474e-009 -1.16157e-008 2 -4.80074e-015 7.16281e-016 0 3 -9.60298e-013 1.43279e-013 -8.80962e-008 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488941 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 3.788685e+012 3.698003e+009 0.000000e+000 energy 5.414325e+006 3.233809e+004 5.414325e+005 displacement 8.247875e+002 8.247875e+002 8.247875e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489661 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.788685e+012 1.797032e+006 0.000000e+000 energy 5.414325e+006 1.412514e+002 5.414325e+005 displacement 8.247875e+002 2.836531e+001 7.376683e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489193 3 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.788685e+012 5.134335e+005 0.000000e+000 energy 5.414325e+006 1.037249e+001 5.414325e+005 displacement 8.247875e+002 1.488725e+001 7.051241e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489121 4 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.220623 convergence norms : INITIAL CURRENT REQUIRED residual 3.788685e+012 2.445765e+005 0.000000e+000 energy 5.414325e+006 1.299779e+000 5.414325e+005 displacement 8.247875e+002 3.306176e+000 7.460429e-002 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489265 5 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.788685e+012 3.562682e+004 0.000000e+000 energy 5.414325e+006 2.250674e-001 5.414325e+005 displacement 8.247875e+002 1.443124e+001 7.878667e-002 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489481 6 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.788685e+012 6.388912e+003 0.000000e+000 energy 5.414325e+006 1.857908e-001 5.414325e+005 displacement 8.247875e+002 4.058499e+000 8.348466e-002 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489697 7 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.788685e+012 3.709471e+001 0.000000e+000 energy 5.414325e+006 8.744139e-003 5.414325e+005 displacement 8.247875e+002 6.454863e-002 8.380894e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.457054e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 3.743666e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.317991e-021 1.000000e-002 moment: 0.000000e+000 *** angle : 2.941984e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.056937e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.788847e-014 1.000000e-004 convergence summary number of iterations : 7 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -0.896523 -6.79154 0.566 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.56495 5 -4.29329 -6.28806 0.56495 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = rotation_quaternion 1 -0.025932 0.00371457 0.000949891 0.999656 2 0 0 0 1 4 2.90978e-021 -4.34139e-022 0.000954223 1 5 -2.25553e-005 -0.000151175 0.000954223 1 Data Record #3 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Forces 1 -9.96177 -43.6099 -52.9073 2 9.97179 43.6108 52.9215 4 1.04548e-009 -1.55175e-010 -1.11333e-012 5 -1.40171e-009 -2.2497e-009 -3.54966e-010 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -1604.47 587.03 -183.033 2 513.922 -523.678 326.178 4 -8.81818e-012 1.30707e-012 -5.47246e-008 5 2.60647e-009 1.72831e-008 -6.54356e-008 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -3.56229e-010 -2.40487e-009 -3.5608e-010 2 -3.3987e-018 -2.29294e-017 0 3 1.04548e-009 -1.55175e-010 -1.11333e-012 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 2.42493e-009 1.61282e-008 -1.11119e-007 2 -8.73057e-015 1.29409e-015 0 3 -7.72321e-012 1.14477e-012 -5.36654e-008 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489697 1 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 3.698411e+009 0.000000e+000 energy 5.505579e+006 3.714942e+004 5.505579e+005 displacement 8.507099e+002 8.507099e+002 8.507099e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489841 2 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 1.513018e+007 0.000000e+000 energy 5.505579e+006 5.102665e+002 5.505579e+005 displacement 8.507099e+002 1.578142e+002 7.252035e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489229 3 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.419917 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 4.661278e+006 0.000000e+000 energy 5.505579e+006 1.542206e+001 5.505579e+005 displacement 8.507099e+002 4.922694e+001 7.156245e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489265 4 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.536794 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 1.754014e+006 0.000000e+000 energy 5.505579e+006 1.197965e+001 5.505579e+005 displacement 8.507099e+002 4.955108e+001 7.361829e-002 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489589 5 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 0.053714 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 1.288917e+006 0.000000e+000 energy 5.505579e+006 1.564400e+000 5.505579e+005 displacement 8.507099e+002 1.256903e+001 7.583562e-002 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489625 6 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 1.662653e+006 0.000000e+000 energy 5.505579e+006 3.048984e+001 5.505579e+005 displacement 8.507099e+002 8.098795e+001 9.347925e-002 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489625 7 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 1.967913e+005 0.000000e+000 energy 5.505579e+006 1.320556e+001 5.505579e+005 displacement 8.507099e+002 2.133369e+001 1.033269e-001 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489805 8 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 16 stiffness matrix reformations = 8 step from line search = 0.500000 convergence norms : INITIAL CURRENT REQUIRED residual 3.856683e+012 1.219442e+009 0.000000e+000 energy 5.505579e+006 2.506320e+004 5.505579e+005 displacement 8.507099e+002 3.371703e+002 1.485035e-001 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489697 9 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 94060 at gauss point 1 * * jacobian = -1.6794 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 158423 at gauss point 1 * * jacobian = -0.293341 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 158445 at gauss point 1 * * jacobian = -0.384391 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 185032 at gauss point 1 * * jacobian = -0.387578 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 173244 at gauss point 1 * * jacobian = -0.0825238 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 185310 at gauss point 1 * * jacobian = -1.3495 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135828 at gauss point 1 * * jacobian = -0.341001 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135829 at gauss point 1 * * jacobian = -0.232209 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135864 at gauss point 1 * * jacobian = -6.03243 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 135900 at gauss point 1 * * jacobian = -1.05231 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 110481 at gauss point 1 * * jacobian = -0.0336586 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 123370 at gauss point 1 * * jacobian = -0.731287 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 111290 at gauss point 1 * * jacobian = -2.11682 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 137763 at gauss point 1 * * jacobian = -7.20768 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 126165 at gauss point 1 * * jacobian = -0.670631 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 177794 at gauss point 1 * * jacobian = -2.32885 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 126172 at gauss point 1 * * jacobian = -2.58595 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 153856 at gauss point 1 * * jacobian = -0.201386 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 115060 at gauss point 1 * * jacobian = -0.175536 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 102813 at gauss point 1 * * jacobian = -0.984015 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 155361 at gauss point 1 * * jacobian = -0.396039 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 193276 at gauss point 1 * * jacobian = -0.0549199 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156265 at gauss point 1 * * jacobian = -0.173037 * * * ************************************************************************* ------- failed to converge at time : 0.15 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.025 ===== beginning time step 3 : 0.125 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489697 1 Nonlinear solution status: time= 0.125 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.641707e+011 2.362064e+008 0.000000e+000 energy 1.376395e+006 5.090777e+003 1.376395e+005 displacement 2.126945e+002 2.126945e+002 2.126945e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489517 2 Nonlinear solution status: time= 0.125 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.641707e+011 4.643853e+003 0.000000e+000 energy 1.376395e+006 1.382412e+000 1.376395e+005 displacement 2.126945e+002 5.906687e-002 2.133344e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489517 3 Nonlinear solution status: time= 0.125 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.641707e+011 6.204023e+000 0.000000e+000 energy 1.376395e+006 3.426703e-005 1.376395e+005 displacement 2.126945e+002 4.990331e-002 2.145082e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489517 4 Nonlinear solution status: time= 0.125 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.641707e+011 2.349996e-009 0.000000e+000 energy 1.376395e+006 3.396886e-009 1.376395e+005 displacement 2.126945e+002 8.992601e-007 2.145138e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.707998e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.325858e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.187053e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 7.270951e-019 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.033785e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 2.729622e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.125 Data Record #1 =========================================================================== Step = 3 Time = 0.125 Data = center_of_mass 1 -0.861654 -6.81018 0.66475 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.663478 5 -4.29593 -6.30281 0.663478 Data Record #2 =========================================================================== Step = 3 Time = 0.125 Data = rotation_quaternion 1 -0.0324129 0.00464292 0.00118729 0.999463 2 0 0 0 1 4 -7.19161e-019 1.07123e-019 0.00119393 0.999999 5 -2.69955e-005 -0.000181233 0.00119393 0.999999 Data Record #3 =========================================================================== Step = 3 Time = 0.125 Data = Reaction_Forces 1 -12.8793 -55.8284 -67.376 2 12.8793 55.8284 67.376 4 3.00114e-009 -4.43856e-010 4.04436e-014 5 -1.73846e-009 8.98972e-009 1.09454e-009 Data Record #4 =========================================================================== Step = 3 Time = 0.125 Data = Reaction_Torques 1 -2055.16 753.457 -226.695 2 653.644 -664.278 420.709 4 1.19047e-011 -1.75873e-012 -8.21927e-007 5 -8.00034e-009 -5.30107e-008 1.24185e-006 Data Record #5 =========================================================================== Step = 3 Time = 0.125 Data = Rigid_Connector_Force 1 1.26268e-009 8.54587e-009 1.09677e-009 2 1.04665e-015 7.08467e-015 2.18704e-012 3 3.00114e-009 -4.43849e-010 2.22748e-012 Data Record #6 =========================================================================== Step = 3 Time = 0.125 Data = Rigid_Connector_Moment 1 -7.45196e-009 -4.94519e-008 3.94601e-007 2 2.15786e-012 -3.18792e-013 0 3 1.18541e-011 -1.75127e-012 -8.18887e-007 AUTO STEPPER: increasing time step, dt = 0.03 ===== beginning time step 4 : 0.155 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489517 1 Nonlinear solution status: time= 0.155 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.401649e+012 4.881714e+008 0.000000e+000 energy 1.999952e+006 9.168253e+003 1.999952e+005 displacement 3.112884e+002 3.112884e+002 3.112884e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489913 2 Nonlinear solution status: time= 0.155 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.401649e+012 1.997755e+004 0.000000e+000 energy 1.999952e+006 4.127894e+000 1.999952e+005 displacement 3.112884e+002 9.991970e-002 3.127755e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489949 3 Nonlinear solution status: time= 0.155 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.401649e+012 1.639485e+001 0.000000e+000 energy 1.999952e+006 1.107584e-004 1.999952e+005 displacement 3.112884e+002 8.674702e-002 3.142405e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489985 4 Nonlinear solution status: time= 0.155 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.401649e+012 1.307479e-008 0.000000e+000 energy 1.999952e+006 1.268029e-008 1.999952e+005 displacement 3.112884e+002 2.429616e-006 3.142518e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.561653e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 5.425314e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.185661e-021 1.000000e-002 moment: 0.000000e+000 *** angle : 1.789372e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.145923e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.080247e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.155 Data Record #1 =========================================================================== Step = 4 Time = 0.155 Data = center_of_mass 1 -0.819811 -6.83254 0.78325 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.781734 5 -4.29908 -6.32058 0.781734 Data Record #2 =========================================================================== Step = 4 Time = 0.155 Data = rotation_quaternion 1 -0.0401882 0.00575667 0.00147209 0.999174 2 0 0 0 1 4 1.76992e-021 -2.63118e-022 0.00148207 0.999999 5 -3.16946e-005 -0.000213201 0.00148207 0.999999 Data Record #3 =========================================================================== Step = 4 Time = 0.155 Data = Reaction_Forces 1 -16.6126 -71.2156 -85.47 2 16.6126 71.2156 85.47 4 -3.11253e-009 4.57171e-010 3.21794e-015 5 3.62788e-009 3.04451e-009 3.97519e-010 Data Record #4 =========================================================================== Step = 4 Time = 0.155 Data = Reaction_Torques 1 -2625.57 959.998 -284.714 2 827.229 -841.452 535.478 4 5.1726e-012 -7.61127e-013 3.27227e-007 5 -2.90958e-009 -1.92242e-008 -1.50708e-007 Data Record #5 =========================================================================== Step = 4 Time = 0.155 Data = Rigid_Connector_Force 1 5.15349e-010 3.50168e-009 3.97522e-010 2 -3.18185e-018 -2.16238e-017 0 3 -3.11253e-009 4.57171e-010 3.21794e-015 Data Record #6 =========================================================================== Step = 4 Time = 0.155 Data = Rigid_Connector_Moment 1 -2.70946e-009 -1.79345e-008 1.61746e-007 2 -5.31093e-015 7.81482e-016 0 3 5.1641e-012 -7.59876e-013 3.24074e-007 AUTO STEPPER: increasing time step, dt = 0.034 ===== beginning time step 5 : 0.189 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489985 1 Nonlinear solution status: time= 0.189 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821866e+012 8.029681e+008 0.000000e+000 energy 2.598162e+006 1.406989e+004 2.598162e+005 displacement 4.075359e+002 4.075359e+002 4.075359e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489445 2 Nonlinear solution status: time= 0.189 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821866e+012 5.452424e+004 0.000000e+000 energy 2.598162e+006 8.658499e+000 2.598162e+005 displacement 4.075359e+002 9.978591e-002 4.112182e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489481 3 Nonlinear solution status: time= 0.189 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.821866e+012 2.618045e+000 0.000000e+000 energy 2.598162e+006 4.237936e-005 2.598162e+005 displacement 4.075359e+002 2.671061e-002 4.120220e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.775150e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 8.804814e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.343352e-021 1.000000e-002 moment: 0.000000e+000 *** angle : 2.244494e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.960924e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 1.077749e-013 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.189 Data Record #1 =========================================================================== Step = 5 Time = 0.189 Data = center_of_mass 1 -0.772389 -6.85788 0.91755 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.91579 5 -4.30264 -6.34078 0.91579 Data Record #2 =========================================================================== Step = 5 Time = 0.189 Data = rotation_quaternion 1 -0.0489971 0.00701848 0.00179477 0.998773 2 0 0 0 1 4 -2.22021e-021 3.29281e-022 0.00180919 0.999998 5 -3.61936e-005 -0.000244014 0.00180919 0.999998 Data Record #3 =========================================================================== Step = 5 Time = 0.189 Data = Reaction_Forces 1 -21.4601 -88.9759 -107.048 2 21.1853 89.6796 106.97 4 -5.89875e-010 8.58601e-011 1.10406e-012 5 -2.41856e-010 -5.7744e-009 -5.49855e-010 Data Record #4 =========================================================================== Step = 5 Time = 0.189 Data = Reaction_Torques 1 -3310.75 1210.04 -340.768 2 1032.14 -1051.38 672.533 4 -7.00442e-012 1.02599e-012 3.23922e-007 5 4.03363e-009 2.65216e-008 -6.05155e-007 Data Record #5 =========================================================================== Step = 5 Time = 0.189 Data = Rigid_Connector_Force 1 -8.31731e-010 -5.68854e-009 -5.48751e-010 2 4.84506e-018 3.30806e-017 0 3 -5.89875e-010 8.58601e-011 1.10406e-012 Data Record #6 =========================================================================== Step = 5 Time = 0.189 Data = Rigid_Connector_Moment 1 3.75522e-009 2.47415e-008 -2.62956e-007 2 6.6624e-015 -9.75792e-016 0 3 -8.09255e-012 1.18538e-012 3.23325e-007 AUTO STEPPER: increasing time step, dt = 0.0372 ===== beginning time step 6 : 0.2262 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489481 1 Nonlinear solution status: time= 0.2262 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.211871e+012 1.147661e+009 0.000000e+000 energy 3.152643e+006 1.956161e+004 3.152643e+005 displacement 4.987837e+002 4.987837e+002 4.987837e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489841 2 Nonlinear solution status: time= 0.2262 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.211871e+012 1.124394e+005 0.000000e+000 energy 3.152643e+006 1.494284e+001 3.152643e+005 displacement 4.987837e+002 1.929207e-001 5.006629e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489841 3 Nonlinear solution status: time= 0.2262 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.211871e+012 9.758603e+000 0.000000e+000 energy 3.152643e+006 1.360475e-004 3.152643e+005 displacement 4.987837e+002 2.332979e-001 5.048843e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489841 4 Nonlinear solution status: time= 0.2262 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.211871e+012 1.599835e-009 0.000000e+000 energy 3.152643e+006 1.236499e-009 3.152643e+005 displacement 4.987837e+002 1.464358e-006 5.049003e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.888528e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 2.868548e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.901793e-021 1.000000e-002 moment: 0.000000e+000 *** angle : 1.627471e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.651647e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.076778e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.2262 Data Record #1 =========================================================================== Step = 6 Time = 0.2262 Data = center_of_mass 1 -0.720504 -6.88561 1.06449 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.0625 5 -4.30652 -6.36296 1.0625 Data Record #2 =========================================================================== Step = 6 Time = 0.2262 Data = rotation_quaternion 1 -0.0586306 0.00839841 0.00214764 0.998242 2 0 0 0 1 4 1.60994e-021 -2.38207e-022 0.00216768 0.999998 5 -4.01149e-005 -0.00027112 0.00216768 0.999998 Data Record #3 =========================================================================== Step = 6 Time = 0.2262 Data = Reaction_Forces 1 -26.6392 -111.195 -131.781 2 26.6392 111.195 131.781 4 2.62387e-009 -3.82775e-010 -2.22259e-012 5 -2.89567e-009 -1.48058e-009 -1.41169e-010 Data Record #4 =========================================================================== Step = 6 Time = 0.2262 Data = Reaction_Torques 1 -4113.35 1496.38 -427.591 2 1266.54 -1292.83 831.313 4 -4.53803e-012 6.61398e-013 -3.25691e-007 5 1.06557e-009 6.94534e-009 2.31045e-007 Data Record #5 =========================================================================== Step = 6 Time = 0.2262 Data = Rigid_Connector_Force 1 -2.71793e-010 -1.86336e-009 -1.43391e-010 2 -4.18502e-018 -2.87146e-017 0 3 2.62387e-009 -3.82775e-010 -2.22259e-012 Data Record #6 =========================================================================== Step = 6 Time = 0.2262 Data = Rigid_Connector_Moment 1 9.91984e-010 6.48033e-009 -8.58064e-008 2 -4.83137e-015 7.0415e-016 0 3 -2.33871e-012 3.40857e-013 -3.23033e-007 AUTO STEPPER: increasing time step, dt = 0.03976 ===== beginning time step 7 : 0.26596 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489841 1 Nonlinear solution status: time= 0.26596 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567776e+012 1.494318e+009 0.000000e+000 energy 3.658023e+006 2.544199e+004 3.658023e+005 displacement 5.840120e+002 5.840120e+002 5.840120e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490165 2 Nonlinear solution status: time= 0.26596 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567776e+012 1.921055e+005 0.000000e+000 energy 3.658023e+006 2.233168e+001 3.658023e+005 displacement 5.840120e+002 1.057005e-001 5.879574e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490165 3 Nonlinear solution status: time= 0.26596 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.567776e+012 1.341789e+001 0.000000e+000 energy 3.658023e+006 3.157116e-004 3.658023e+005 displacement 5.840120e+002 5.548032e-002 5.918963e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.445106e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 5.242945e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.655672e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 9.793846e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.921713e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.399020e-013 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.26596 Data Record #1 =========================================================================== Step = 7 Time = 0.26596 Data = center_of_mass 1 -0.665048 -6.91525 1.22154 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.21936 5 -4.31064 -6.38678 1.21936 Data Record #2 =========================================================================== Step = 7 Time = 0.26596 Data = rotation_quaternion 1 -0.0689208 0.00987241 0.00252457 0.99757 2 0 0 0 1 4 -9.68886e-021 1.43015e-021 0.00255135 0.999997 5 -4.31556e-005 -0.000292446 0.00255135 0.999997 Data Record #3 =========================================================================== Step = 7 Time = 0.26596 Data = Reaction_Forces 1 -34.1519 -133.074 -160.265 2 33.0274 135.788 159.865 4 -1.90188e-009 2.75357e-010 -2.43878e-012 5 1.40853e-009 -3.67945e-009 -1.95892e-010 Data Record #4 =========================================================================== Step = 7 Time = 0.26596 Data = Reaction_Torques 1 -5026.97 1838.15 -465.348 2 1528.99 -1565.17 1011.64 4 -1.15884e-012 1.67988e-013 4.21632e-007 5 1.45786e-009 9.33977e-009 -5.8804e-007 Data Record #5 =========================================================================== Step = 7 Time = 0.26596 Data = Rigid_Connector_Force 1 -4.93354e-010 -3.40409e-009 -1.93675e-010 2 2.9468e-017 2.03225e-016 4.65567e-012 3 -1.90188e-009 2.75357e-010 2.2169e-012 Data Record #6 =========================================================================== Step = 7 Time = 0.26596 Data = Rigid_Connector_Moment 1 1.3567e-009 8.71194e-009 -1.57041e-007 2 2.90774e-014 -4.21629e-015 0 3 -3.32851e-012 4.82507e-013 4.19706e-007 AUTO STEPPER: increasing time step, dt = 0.041808 ===== beginning time step 8 : 0.307768 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490021 1 Nonlinear solution status: time= 0.307768 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.890488e+012 1.823334e+009 0.000000e+000 energy 4.115799e+006 3.154087e+004 4.115799e+005 displacement 6.638586e+002 6.638586e+002 6.638586e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490597 2 Nonlinear solution status: time= 0.307768 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.890488e+012 2.879943e+005 0.000000e+000 energy 4.115799e+006 3.033289e+001 4.115799e+005 displacement 6.638586e+002 1.323658e-001 6.679187e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490597 3 Nonlinear solution status: time= 0.307768 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.890488e+012 3.300656e+001 0.000000e+000 energy 4.115799e+006 6.555484e-004 4.115799e+005 displacement 6.638586e+002 6.810552e-002 6.731459e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490633 4 Nonlinear solution status: time= 0.307768 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.890488e+012 9.865500e-008 0.000000e+000 energy 4.115799e+006 4.851934e-009 4.115799e+005 displacement 6.638586e+002 1.382909e-006 6.731748e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.464637e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 6.800052e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881787e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 8.545983e-022 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.790699e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 2.443462e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.307768 Data Record #1 =========================================================================== Step = 8 Time = 0.307768 Data = center_of_mass 1 -0.606735 -6.94641 1.38668 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.38436 5 -4.31495 -6.41192 1.38436 Data Record #2 =========================================================================== Step = 8 Time = 0.307768 Data = rotation_quaternion 1 -0.079733 0.0114212 0.00292062 0.996747 2 0 0 0 1 4 8.45493e-022 -1.24419e-022 0.00295517 0.999996 5 -4.50794e-005 -0.000306339 0.00295517 0.999996 Data Record #3 =========================================================================== Step = 8 Time = 0.307768 Data = Reaction_Forces 1 -40.4222 -163.527 -191.259 2 40.4221 163.527 191.259 4 3.76071e-009 -5.41485e-010 3.51477e-015 5 -3.11634e-009 4.95791e-009 1.55955e-010 Data Record #4 =========================================================================== Step = 8 Time = 0.307768 Data = Reaction_Torques 1 -6070.19 2200.86 -599.198 2 1818.39 -1868.42 1213.57 4 2.82548e-012 -4.07257e-013 -7.36838e-007 5 -1.22e-009 -7.49559e-009 9.51566e-007 Data Record #5 =========================================================================== Step = 8 Time = 0.307768 Data = Rigid_Connector_Force 1 6.35485e-010 4.41643e-009 1.55958e-010 2 -8.88179e-012 -2.05266e-017 -2.16573e-033 3 3.75183e-009 -5.41485e-010 3.51477e-015 Data Record #6 =========================================================================== Step = 8 Time = 0.307768 Data = Rigid_Connector_Moment 1 -1.13516e-009 -6.9905e-009 2.03879e-007 2 -2.53757e-015 3.65759e-016 0 3 2.81946e-012 -4.06389e-013 -7.33039e-007 AUTO STEPPER: increasing time step, dt = 0.0434464 ===== beginning time step 9 : 0.351214 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490633 1 Nonlinear solution status: time= 0.351214 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.183219e+012 2.122949e+009 0.000000e+000 energy 4.530743e+006 3.772199e+004 4.530743e+005 displacement 7.377815e+002 7.377815e+002 7.377815e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491137 2 Nonlinear solution status: time= 0.351214 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.183219e+012 3.927543e+005 0.000000e+000 energy 4.530743e+006 3.838025e+001 4.530743e+005 displacement 7.377815e+002 1.654778e-001 7.416194e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491173 3 Nonlinear solution status: time= 0.351214 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.183219e+012 6.996107e+001 0.000000e+000 energy 4.530743e+006 1.174334e-003 4.530743e+005 displacement 7.377815e+002 1.129895e-001 7.492806e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491137 4 Nonlinear solution status: time= 0.351214 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.183219e+012 4.391678e-007 0.000000e+000 energy 4.530743e+006 1.588617e-008 4.530743e+005 displacement 7.377815e+002 5.750564e-006 7.493436e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.434485e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 2.184255e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.150441e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 2.059854e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.037296e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 7.084611e-014 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.351214 Data Record #1 =========================================================================== Step = 9 Time = 0.3512144 Data = center_of_mass 1 -0.546138 -6.9788 1.5583 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.5559 5 -4.31941 -6.43816 1.5559 Data Record #2 =========================================================================== Step = 9 Time = 0.3512144 Data = rotation_quaternion 1 -0.0909588 0.0130292 0.00333182 0.995764 2 0 0 0 1 4 -2.03803e-018 2.99033e-019 0.00337503 0.999994 5 -4.57055e-005 -0.000311502 0.00337503 0.999994 Data Record #3 =========================================================================== Step = 9 Time = 0.3512144 Data = Reaction_Forces 1 -48.9087 -194.503 -226.038 2 48.9085 194.503 226.038 4 2.01657e-009 -2.89807e-010 -1.70535e-012 5 -4.05037e-009 -1.39092e-008 -1.75583e-010 Data Record #4 =========================================================================== Step = 9 Time = 0.3512144 Data = Reaction_Torques 1 -7232.02 2620.44 -693.383 2 2133.72 -2202.95 1437.28 4 -5.0678e-012 7.26115e-013 2.10497e-007 5 1.6743e-009 8.54347e-009 -9.14856e-007 Data Record #5 =========================================================================== Step = 9 Time = 0.3512144 Data = Rigid_Connector_Force 1 -2.03379e-009 -1.41989e-008 -1.71138e-010 2 8.09203e-015 5.64769e-014 6.15018e-012 3 2.01658e-009 -2.89751e-010 4.44483e-012 Data Record #6 =========================================================================== Step = 9 Time = 0.3512144 Data = Rigid_Connector_Moment 1 1.5619e-009 7.99198e-009 -6.55226e-007 2 6.11709e-012 -8.76459e-013 0 3 -3.3602e-012 4.81451e-013 2.12538e-007 AUTO STEPPER: increasing time step, dt = 0.0447571 ===== beginning time step 10 : 0.395972 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491137 1 Nonlinear solution status: time= 0.395972 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.450074e+012 2.387702e+009 0.000000e+000 energy 4.908882e+006 4.387755e+004 4.908882e+005 displacement 8.079402e+002 8.079402e+002 8.079402e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492325 2 Nonlinear solution status: time= 0.395972 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.450074e+012 4.994477e+005 0.000000e+000 energy 4.908882e+006 4.610471e+001 4.908882e+005 displacement 8.079402e+002 2.128803e-001 8.103992e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492253 3 Nonlinear solution status: time= 0.395972 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.450074e+012 1.375023e+002 0.000000e+000 energy 4.908882e+006 1.944182e-003 4.908882e+005 displacement 8.079402e+002 1.942713e-001 8.212923e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492325 4 Nonlinear solution status: time= 0.395972 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.450074e+012 1.477996e-006 0.000000e+000 energy 4.908882e+006 4.899903e-008 4.908882e+005 displacement 8.079402e+002 2.595985e-005 8.214348e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.019897e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 7.635992e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.121250e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 2.310041e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.122600e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 4.793388e-014 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.395972 Data Record #1 =========================================================================== Step = 10 Time = 0.39597152 Data = center_of_mass 1 -0.483712 -7.01216 1.73509 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.73268 5 -4.32396 -6.46532 1.73268 Data Record #2 =========================================================================== Step = 10 Time = 0.39597152 Data = rotation_quaternion 1 -0.102511 0.0146839 0.00375498 0.994616 2 0 0 0 1 4 -2.28571e-018 3.34364e-019 0.00380757 0.999993 5 -4.4899e-005 -0.00030693 0.00380757 0.999993 Data Record #3 =========================================================================== Step = 10 Time = 0.39597152 Data = Reaction_Forces 1 -58.5836 -228.821 -264.318 2 58.5833 228.821 264.318 4 2.10116e-009 -2.91999e-010 -2.61234e-013 5 -2.80767e-009 -4.66874e-009 5.48409e-011 Data Record #4 =========================================================================== Step = 10 Time = 0.39597152 Data = Reaction_Torques 1 -8521.44 3088.36 -791.854 2 2473.94 -2569.44 1683 4 7.69151e-013 -1.09525e-013 -1.45929e-007 5 -2.21954e-010 -2.63191e-009 -1.01745e-007 Data Record #5 =========================================================================== Step = 10 Time = 0.39597152 Data = Rigid_Connector_Force 1 -7.06501e-010 -4.96955e-009 6.15149e-011 2 1.01715e-014 -8.81035e-012 6.93526e-012 3 2.10117e-009 -3.0081e-010 6.67402e-012 Data Record #6 =========================================================================== Step = 10 Time = 0.39597152 Data = Rigid_Connector_Moment 1 -2.02597e-010 -2.43067e-009 -2.29067e-007 2 6.86091e-012 -9.76977e-013 0 3 1.00826e-012 -1.43574e-013 -1.43802e-007 AUTO STEPPER: increasing time step, dt = 0.0458057 ===== beginning time step 11 : 0.441777 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492325 1 Nonlinear solution status: time= 0.441777 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.695278e+012 2.616400e+009 0.000000e+000 energy 5.256376e+006 4.992833e+004 5.256376e+005 displacement 8.750320e+002 8.750320e+002 8.750320e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493837 2 Nonlinear solution status: time= 0.441777 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.695278e+012 6.025885e+005 0.000000e+000 energy 5.256376e+006 5.329535e+001 5.256376e+005 displacement 8.750320e+002 2.982437e-001 8.747946e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493801 3 Nonlinear solution status: time= 0.441777 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.695278e+012 2.710678e+002 0.000000e+000 energy 5.256376e+006 3.154635e-003 5.256376e+005 displacement 8.750320e+002 3.447681e-001 8.902395e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493693 4 Nonlinear solution status: time= 0.441777 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.695278e+012 4.604741e-006 0.000000e+000 energy 5.256376e+006 1.970424e-007 5.256376e+005 displacement 8.750320e+002 1.171574e-004 8.905616e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.010287e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 3.061592e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881772e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 2.466240e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.123059e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.178085e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.441777 Data Record #1 =========================================================================== Step = 11 Time = 0.441777216 Data = center_of_mass 1 -0.419824 -7.0463 1.91602 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.91369 5 -4.3286 -6.49323 1.91369 Data Record #2 =========================================================================== Step = 11 Time = 0.441777216 Data = rotation_quaternion 1 -0.114319 0.0163754 0.00418751 0.9933 2 0 0 0 1 4 2.44043e-021 -3.55894e-022 0.00425 0.999991 5 -4.25625e-005 -0.000291859 0.00425 0.999991 Data Record #3 =========================================================================== Step = 11 Time = 0.441777216 Data = Reaction_Forces 1 -69.5538 -266.589 -306.24 2 69.5532 266.59 306.24 4 2.09312e-009 -2.98286e-010 -2.19545e-012 5 -4.91535e-009 -1.95946e-008 6.96038e-010 Data Record #4 =========================================================================== Step = 11 Time = 0.441777216 Data = Reaction_Torques 1 -9942.5 3607.76 -893.54 2 2837.78 -2968.74 1950.91 4 1.17045e-011 -1.65613e-012 3.51298e-007 5 -4.19115e-009 -3.36632e-008 -1.33732e-006 Data Record #5 =========================================================================== Step = 11 Time = 0.441777216 Data = Rigid_Connector_Force 1 -2.81335e-009 -1.98929e-008 6.93842e-010 2 8.88177e-012 -8.51101e-017 6.13764e-033 3 2.102e-009 -2.98286e-010 -2.19545e-012 Data Record #6 =========================================================================== Step = 11 Time = 0.441777216 Data = Rigid_Connector_Moment 1 -3.89666e-009 -3.14042e-008 -9.17932e-007 2 -7.32575e-015 1.03656e-015 0 3 1.38757e-011 -1.96334e-012 3.53426e-007 AUTO STEPPER: increasing time step, dt = 0.0466446 ===== beginning time step 12 : 0.488422 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493693 1 Nonlinear solution status: time= 0.488422 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.922779e+012 2.810554e+009 0.000000e+000 energy 5.578966e+006 5.581829e+004 5.578966e+005 displacement 9.402092e+002 9.402092e+002 9.402092e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493513 2 Nonlinear solution status: time= 0.488422 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.922779e+012 6.985947e+005 0.000000e+000 energy 5.578966e+006 5.990719e+001 5.578966e+005 displacement 9.402092e+002 4.701475e-001 9.354415e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493549 3 Nonlinear solution status: time= 0.488422 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.922779e+012 5.772491e+002 0.000000e+000 energy 5.578966e+006 5.452891e-003 5.578966e+005 displacement 9.402092e+002 6.177197e-001 9.571813e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493549 4 Nonlinear solution status: time= 0.488422 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.922779e+012 2.835332e-005 0.000000e+000 energy 5.578966e+006 1.262705e-006 5.578966e+005 displacement 9.402092e+002 5.442206e-004 9.579187e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.075758e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 7.827210e-015 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.558794e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 2.866699e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.009144e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 4.524159e-014 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.488422 Data Record #1 =========================================================================== Step = 12 Time = 0.488421773 Data = center_of_mass 1 -0.354766 -7.08107 2.10027 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.09811 5 -4.33328 -6.52178 2.09811 Data Record #2 =========================================================================== Step = 12 Time = 0.488421773 Data = rotation_quaternion 1 -0.126326 0.0180953 0.00462734 0.991813 2 0 0 0 1 4 -2.83688e-018 4.12406e-019 0.00470003 0.999989 5 -3.86279e-005 -0.000265716 0.00470003 0.999989 Data Record #3 =========================================================================== Step = 12 Time = 0.488421773 Data = Reaction_Forces 1 -81.9349 -307.908 -351.964 2 81.934 307.909 351.964 4 7.92823e-010 -1.13213e-010 3.39581e-013 5 -7.20794e-010 6.15108e-010 -2.97588e-011 Data Record #4 =========================================================================== Step = 12 Time = 0.488421773 Data = Reaction_Torques 1 -11498.8 4182.02 -997.256 2 3223.67 -3401.79 2241.11 4 -2.50768e-013 3.52521e-014 -1.36527e-007 5 1.92275e-010 1.46047e-009 1.60829e-007 Data Record #5 =========================================================================== Step = 12 Time = 0.488421773 Data = Rigid_Connector_Force 1 7.20437e-011 5.02004e-010 -2.08611e-011 2 1.53809e-014 1.09413e-013 8.55808e-012 3 7.92838e-010 -1.13104e-010 8.89766e-012 Data Record #6 =========================================================================== Step = 12 Time = 0.488421773 Data = Rigid_Connector_Moment 1 1.83061e-010 1.3926e-009 2.34396e-008 2 8.51636e-012 -1.1972e-012 0 3 -5.64674e-013 7.93801e-014 -1.35725e-007 AUTO STEPPER: increasing time step, dt = 0.0473156 ===== beginning time step 13 : 0.535737 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493549 1 Nonlinear solution status: time= 0.535737 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.136076e+012 2.973160e+009 0.000000e+000 energy 5.881722e+006 6.151064e+004 5.881722e+005 displacement 1.004654e+003 1.004654e+003 1.004654e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494161 2 Nonlinear solution status: time= 0.535737 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.136076e+012 7.857230e+005 0.000000e+000 energy 5.881722e+006 6.603259e+001 5.881722e+005 displacement 1.004654e+003 8.141538e-001 9.930320e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494017 3 Nonlinear solution status: time= 0.535737 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.136076e+012 1.344542e+003 0.000000e+000 energy 5.881722e+006 1.091325e-002 5.881722e+005 displacement 1.004654e+003 1.084273e+000 1.023029e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493945 4 Nonlinear solution status: time= 0.535737 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.136076e+012 5.036485e-004 0.000000e+000 energy 5.881722e+006 1.002461e-005 5.881722e+005 displacement 1.004654e+003 2.600865e-003 1.024738e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.645455e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 8.588292e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.561856e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 3.138844e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.463328e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 5.088985e-014 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.535737 Data Record #1 =========================================================================== Step = 13 Time = 0.535737418 Data = center_of_mass 1 -0.288771 -7.11634 2.28716 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.28528 5 -4.33799 -6.55088 2.28528 Data Record #2 =========================================================================== Step = 13 Time = 0.535737418 Data = rotation_quaternion 1 -0.138487 0.0198373 0.00507279 0.990153 2 0 0 0 1 4 -3.1064e-018 4.50141e-019 0.00515573 0.999987 5 -3.30507e-005 -0.000228081 0.00515573 0.999987 Data Record #3 =========================================================================== Step = 13 Time = 0.535737418 Data = Reaction_Forces 1 -95.8487 -352.858 -401.66 2 95.8473 352.859 401.66 4 -1.53299e-010 2.83701e-011 3.93258e-012 5 9.26039e-010 5.55224e-009 -4.76593e-010 Data Record #4 =========================================================================== Step = 13 Time = 0.535737418 Data = Reaction_Torques 1 -13193 4814.7 -1101.69 2 3629.53 -3869.49 2553.48 4 -5.8019e-012 8.10221e-013 -1.52524e-007 5 3.06331e-009 2.27823e-008 4.27894e-007 Data Record #5 =========================================================================== Step = 13 Time = 0.535737418 Data = Rigid_Connector_Force 1 7.8164e-010 5.57186e-009 -4.63271e-010 2 8.90014e-012 -8.75033e-012 9.38928e-012 3 -1.44398e-010 1.96197e-011 1.33219e-011 Data Record #6 =========================================================================== Step = 13 Time = 0.535737418 Data = Rigid_Connector_Moment 1 2.85168e-009 2.12761e-008 2.56753e-007 2 9.32604e-012 -1.30236e-012 0 3 -9.6985e-012 1.35437e-012 -1.5267e-007 AUTO STEPPER: increasing time step, dt = 0.0478525 ===== beginning time step 14 : 0.58359 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493981 1 Nonlinear solution status: time= 0.58359 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.338164e+012 3.107873e+009 0.000000e+000 energy 6.168972e+006 6.698350e+004 6.168972e+005 displacement 1.069583e+003 1.069583e+003 1.069583e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493405 2 Nonlinear solution status: time= 0.58359 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.338164e+012 8.638048e+005 0.000000e+000 energy 6.168972e+006 7.182634e+001 6.168972e+005 displacement 1.069583e+003 1.435461e+000 1.048801e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493621 3 Nonlinear solution status: time= 0.58359 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.338164e+012 3.154647e+003 0.000000e+000 energy 6.168972e+006 2.509189e-002 6.168972e+005 displacement 1.069583e+003 1.778935e+000 1.088376e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493477 4 Nonlinear solution status: time= 0.58359 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.338164e+012 1.000368e-002 0.000000e+000 energy 6.168972e+006 7.002368e-005 6.168972e+005 displacement 1.069583e+003 1.221254e-002 1.092289e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 7.650818e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.166465e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.023160e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 3.413330e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.939129e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.714184e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.58359 Data Record #1 =========================================================================== Step = 14 Time = 0.583589935 Data = center_of_mass 1 -0.222028 -7.15201 2.47618 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.47468 5 -4.34272 -6.58043 2.47468 Data Record #2 =========================================================================== Step = 14 Time = 0.583589935 Data = rotation_quaternion 1 -0.150764 0.0215959 0.0055225 0.988318 2 0 0 0 1 4 -3.37827e-018 4.87952e-019 0.0056155 0.999984 5 -2.58044e-005 -0.000178653 0.0056155 0.999984 Data Record #3 =========================================================================== Step = 14 Time = 0.583589935 Data = Reaction_Forces 1 -111.419 -401.488 -455.501 2 111.417 401.49 455.499 4 1.92059e-009 -2.67321e-010 -1.36555e-012 5 -8.75132e-010 7.80192e-009 -8.27066e-010 Data Record #4 =========================================================================== Step = 14 Time = 0.583589935 Data = Reaction_Torques 1 -15026.2 5509.32 -1205.41 2 4052.72 -4372.55 2887.67 4 -1.85586e-011 2.57427e-012 -5.16199e-007 5 5.45089e-009 4.01503e-008 8.87118e-007 Data Record #5 =========================================================================== Step = 14 Time = 0.583589935 Data = Rigid_Connector_Force 1 1.04548e-009 7.53475e-009 -8.18201e-010 2 2.16073e-014 1.55773e-013 1.02304e-011 3 1.92062e-009 -2.67165e-010 8.86484e-012 Data Record #6 =========================================================================== Step = 14 Time = 0.583589935 Data = Rigid_Connector_Moment 1 5.07354e-009 3.74907e-008 3.47888e-007 2 1.01429e-011 -1.40692e-012 0 3 -1.72156e-011 2.38799e-012 -5.14255e-007 AUTO STEPPER: increasing time step, dt = 0.048282 ===== beginning time step 15 : 0.631872 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493441 1 Nonlinear solution status: time= 0.631872 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.531543e+012 3.218477e+009 0.000000e+000 energy 6.444323e+006 7.222614e+004 6.444323e+005 displacement 1.136258e+003 1.136258e+003 1.136258e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493585 2 Nonlinear solution status: time= 0.631872 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.531543e+012 9.340743e+005 0.000000e+000 energy 6.444323e+006 7.745352e+001 6.444323e+005 displacement 1.136258e+003 2.395674e+000 1.104901e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493513 3 Nonlinear solution status: time= 0.631872 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.531543e+012 6.831564e+003 0.000000e+000 energy 6.444323e+006 5.996095e-002 6.444323e+005 displacement 1.136258e+003 2.607412e+000 1.153335e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493693 4 Nonlinear solution status: time= 0.631872 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.531543e+012 1.482337e-001 0.000000e+000 energy 6.444323e+006 3.466965e-004 6.444323e+005 displacement 1.136258e+003 5.328230e-002 1.161937e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.275307e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.941688e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.256080e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 1.886121e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.388616e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.873640e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.631872 Data Record #1 =========================================================================== Step = 15 Time = 0.631871948 Data = center_of_mass 1 -0.154686 -7.188 2.66689 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.66589 5 -4.34744 -6.61037 2.66589 Data Record #2 =========================================================================== Step = 15 Time = 0.631871948 Data = rotation_quaternion 1 -0.163127 0.0233668 0.00597537 0.98631 2 0 0 0 1 4 1.86687e-021 -2.68767e-022 0.00607798 0.999982 5 -1.68768e-005 -0.000117227 0.00607798 0.999982 Data Record #3 =========================================================================== Step = 15 Time = 0.631871948 Data = Reaction_Forces 1 -128.768 -453.801 -513.645 2 128.763 453.803 513.639 4 -1.38459e-009 1.9775e-010 -4.34861e-012 5 -3.45565e-010 -1.27107e-008 1.70207e-009 Data Record #4 =========================================================================== Step = 15 Time = 0.631871948 Data = Reaction_Torques 1 -16997.4 6269.16 -1306.98 2 4489.8 -4911.41 3242.95 4 3.11932e-011 -4.29741e-012 5.63484e-007 5 -1.12261e-008 -8.22971e-008 -1.18092e-006 Data Record #5 =========================================================================== Step = 15 Time = 0.631871948 Data = Rigid_Connector_Force 1 -1.72127e-009 -1.25218e-008 1.69772e-009 2 8.88177e-012 -8.88188e-012 -2.86181e-032 3 -1.37571e-009 1.88868e-010 -4.34861e-012 Data Record #6 =========================================================================== Step = 15 Time = 0.631871948 Data = Rigid_Connector_Moment 1 -1.04396e-008 -7.67791e-008 -5.7733e-007 2 -5.60542e-015 7.72245e-016 0 3 3.55049e-011 -4.89142e-012 5.62092e-007 AUTO STEPPER: increasing time step, dt = 0.0486256 ===== beginning time step 16 : 0.680498 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493585 1 Nonlinear solution status: time= 0.680498 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.718263e+012 3.308590e+009 0.000000e+000 energy 6.710724e+006 7.723568e+004 6.710724e+005 displacement 1.205934e+003 1.205934e+003 1.205934e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492793 2 Nonlinear solution status: time= 0.680498 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.718263e+012 9.993618e+005 0.000000e+000 energy 6.710724e+006 8.310386e+001 6.710724e+005 displacement 1.205934e+003 3.611478e+000 1.164372e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492901 3 Nonlinear solution status: time= 0.680498 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.718263e+012 1.329688e+004 0.000000e+000 energy 6.710724e+006 1.365652e-001 6.710724e+005 displacement 1.205934e+003 3.287875e+000 1.217435e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492901 4 Nonlinear solution status: time= 0.680498 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.718263e+012 1.566240e+000 0.000000e+000 energy 6.710724e+006 9.289835e-004 6.710724e+005 displacement 1.205934e+003 2.099868e-001 1.235343e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492973 5 Nonlinear solution status: time= 0.680498 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.718263e+012 1.321462e-004 0.000000e+000 energy 6.710724e+006 2.034437e-007 6.710724e+005 displacement 1.205934e+003 2.809220e-004 1.235005e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.511641e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 9.915340e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.193720e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 3.987525e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.462201e-014 1.000000e-002 moment: 1.000000e+000 *** angle : 6.467049e-014 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.680498 Data Record #1 =========================================================================== Step = 16 Time = 0.680497558 Data = center_of_mass 1 -0.0868647 -7.22425 2.85897 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.85859 5 -4.35216 -6.64066 2.85859 Data Record #2 =========================================================================== Step = 16 Time = 0.680497558 Data = rotation_quaternion 1 -0.175552 0.0251466 0.00643049 0.984128 2 0 0 0 1 4 -3.9471e-018 5.66379e-019 0.00654201 0.999979 5 -6.26657e-006 -4.36717e-005 0.00654201 0.999979 Data Record #3 =========================================================================== Step = 16 Time = 0.680497558 Data = Reaction_Forces 1 -148.016 -509.706 -576.249 2 148.016 509.706 576.249 4 -1.44636e-010 1.95028e-011 -2.95954e-012 5 -7.24083e-010 -6.38835e-009 1.03377e-009 Data Record #4 =========================================================================== Step = 16 Time = 0.680497558 Data = Reaction_Torques 1 -19104.2 7096.88 -1403.07 2 4935.54 -5486.61 3618.11 4 1.86964e-011 -2.55808e-012 1.94158e-007 5 -6.82966e-009 -4.99602e-008 -5.08837e-007 Data Record #5 =========================================================================== Step = 16 Time = 0.680497558 Data = Rigid_Connector_Force 1 -8.6869e-010 -6.36864e-009 1.04275e-009 2 2.90552e-014 2.12358e-013 1.19353e-011 3 -1.44607e-010 1.97151e-011 8.97574e-012 Data Record #6 =========================================================================== Step = 16 Time = 0.680497558 Data = Rigid_Connector_Moment 1 -6.3458e-009 -4.65711e-008 -2.93723e-007 2 1.18522e-011 -1.62164e-012 0 3 2.16363e-011 -2.96032e-012 1.94011e-007 AUTO STEPPER: increasing time step, dt = 0.0489005 ===== beginning time step 17 : 0.729398 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492973 1 Nonlinear solution status: time= 0.729398 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.899959e+012 3.381516e+009 0.000000e+000 energy 6.970535e+006 8.201480e+004 6.970535e+005 displacement 1.279887e+003 1.279887e+003 1.279887e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491893 2 Nonlinear solution status: time= 0.729398 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.899959e+012 1.063172e+006 0.000000e+000 energy 6.970535e+006 8.878905e+001 6.970535e+005 displacement 1.279887e+003 4.758151e+000 1.232229e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491893 3 Nonlinear solution status: time= 0.729398 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.899959e+012 2.266984e+004 0.000000e+000 energy 6.970535e+006 2.722208e-001 6.970535e+005 displacement 1.279887e+003 3.445691e+000 1.280335e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491785 4 Nonlinear solution status: time= 0.729398 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.899959e+012 1.304473e+001 0.000000e+000 energy 6.970535e+006 1.330701e-003 6.970535e+005 displacement 1.279887e+003 7.208973e-001 1.314997e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491641 5 Nonlinear solution status: time= 0.729398 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.899959e+012 1.404166e-002 0.000000e+000 energy 6.970535e+006 1.497733e-006 6.970535e+005 displacement 1.279887e+003 4.229046e-003 1.312922e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.141249e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.737535e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.104564e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 2.137229e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.464291e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 2.173123e-013 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.729398 Data Record #1 =========================================================================== Step = 17 Time = 0.729398047 Data = center_of_mass 1 -0.0186599 -7.2607 3.05212 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 3.05249 5 -4.35687 -6.67124 3.05249 Data Record #2 =========================================================================== Step = 17 Time = 0.729398047 Data = rotation_quaternion 1 -0.188019 0.0269323 0.00688713 0.981772 2 0 0 0 1 4 2.1157e-018 -3.02584e-019 0.0070066 0.999975 5 6.01934e-006 4.20878e-005 0.0070066 0.999975 Data Record #3 =========================================================================== Step = 17 Time = 0.729398047 Data = Reaction_Forces 1 -169.25 -569.074 -643.384 2 169.25 569.074 643.386 4 -2.44213e-009 3.38619e-010 2.07073e-012 5 9.31352e-010 -1.1448e-008 2.08844e-009 Data Record #4 =========================================================================== Step = 17 Time = 0.729398047 Data = Reaction_Torques 1 -21337.4 7994.44 -1493.57 2 5385.12 -6096.88 4011.6 4 4.60489e-011 -6.25692e-012 6.54407e-007 5 -1.38796e-008 -1.01473e-007 -1.2012e-006 Data Record #5 =========================================================================== Step = 17 Time = 0.729398047 Data = Rigid_Connector_Force 1 -1.51079e-009 -1.11184e-008 2.08411e-009 2 -1.65832e-014 -9.00383e-012 -6.3982e-012 3 -2.44214e-009 3.29615e-010 -4.32747e-012 Data Record #6 =========================================================================== Step = 17 Time = 0.729398047 Data = Rigid_Connector_Moment 1 -1.29112e-008 -9.4699e-008 -5.12423e-007 2 -6.35331e-012 8.63259e-013 0 3 4.39931e-011 -5.97758e-012 6.51937e-007 AUTO STEPPER: increasing time step, dt = 0.0491204 ===== beginning time step 18 : 0.778518 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491641 1 Nonlinear solution status: time= 0.778518 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.077960e+012 3.440157e+009 0.000000e+000 energy 7.225653e+006 8.656855e+004 7.225653e+005 displacement 1.359691e+003 1.359691e+003 1.359691e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491353 2 Nonlinear solution status: time= 0.778518 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.077960e+012 1.113187e+006 0.000000e+000 energy 7.225653e+006 9.269879e+001 7.225653e+005 displacement 1.359691e+003 5.033190e+000 1.321686e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491461 3 Nonlinear solution status: time= 0.778518 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.077960e+012 2.890402e+004 0.000000e+000 energy 7.225653e+006 3.609110e-001 7.225653e+005 displacement 1.359691e+003 3.217956e+000 1.352904e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491281 4 Nonlinear solution status: time= 0.778518 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.077960e+012 4.490583e+001 0.000000e+000 energy 7.225653e+006 1.067266e-002 7.225653e+005 displacement 1.359691e+003 1.301303e+000 1.401716e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491281 5 Nonlinear solution status: time= 0.778518 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.077960e+012 1.151489e-001 0.000000e+000 energy 7.225653e+006 1.580391e-005 7.225653e+005 displacement 1.359691e+003 1.414220e-002 1.397295e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.664788e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.320203e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.768109e-020 1.000000e-002 moment: 0.000000e+000 *** angle : 2.873658e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.333678e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.013159e-015 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.778518 Data Record #1 =========================================================================== Step = 18 Time = 0.778518437 Data = center_of_mass 1 0.0498516 -7.29731 3.24615 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 3.24741 5 -4.36155 -6.70208 3.24741 Data Record #2 =========================================================================== Step = 18 Time = 0.778518437 Data = rotation_quaternion 1 -0.20051 0.0287216 0.00734468 0.979243 2 0 0 0 1 4 2.8449e-021 -4.05525e-022 0.00747089 0.999972 5 1.99676e-005 0.00014008 0.00747089 0.999972 Data Record #3 =========================================================================== Step = 18 Time = 0.778518437 Data = Reaction_Forces 1 -192.537 -631.633 -715.093 2 192.539 631.633 715.097 4 1.32158e-009 -1.79214e-010 1.22368e-013 5 -2.45453e-009 -8.21852e-009 1.80901e-009 Data Record #4 =========================================================================== Step = 18 Time = 0.778518437 Data = Reaction_Torques 1 -23685.8 8962.26 -1575.84 2 5831.08 -6741.05 4421.16 4 3.81092e-011 -5.14207e-012 1.70265e-009 5 -1.19907e-008 -8.77009e-008 -4.18216e-007 Data Record #5 =========================================================================== Step = 18 Time = 0.778518437 Data = Rigid_Connector_Force 1 -1.13295e-009 -8.39774e-009 1.80914e-009 2 -2.36428e-017 -1.75223e-016 0 3 1.32158e-009 -1.79214e-010 1.22368e-013 Data Record #6 =========================================================================== Step = 18 Time = 0.778518437 Data = Rigid_Connector_Moment 1 -1.11507e-008 -8.18209e-008 -3.87357e-007 2 -8.54355e-015 1.15278e-015 0 3 3.79791e-011 -5.12452e-012 3.03924e-009 AUTO STEPPER: increasing time step, dt = 0.0492963 ===== beginning time step 19 : 0.827815 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491281 1 Nonlinear solution status: time= 0.827815 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.253286e+012 3.487074e+009 0.000000e+000 energy 7.477544e+006 9.090380e+004 7.477544e+005 displacement 1.446709e+003 1.446709e+003 1.446709e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491101 2 Nonlinear solution status: time= 0.827815 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.253286e+012 1.101721e+006 0.000000e+000 energy 7.477544e+006 8.871617e+001 7.477544e+005 displacement 1.446709e+003 4.154085e+000 1.463089e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491101 3 Nonlinear solution status: time= 0.827815 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.253286e+012 1.239590e+004 0.000000e+000 energy 7.477544e+006 1.017638e-001 7.477544e+005 displacement 1.446709e+003 3.085993e+000 1.478688e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491209 4 Nonlinear solution status: time= 0.827815 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.253286e+012 3.400442e-001 0.000000e+000 energy 7.477544e+006 3.760703e-004 7.477544e+005 displacement 1.446709e+003 7.249822e-002 1.489912e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.444943e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 2.211208e-014 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.705568e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 4.860783e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.803799e-015 1.000000e-002 moment: 1.000000e+000 *** angle : 8.215651e-015 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.827815 Data Record #1 =========================================================================== Step = 19 Time = 0.82781475 Data = center_of_mass 1 0.118608 -7.33406 3.44087 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 3.44316 5 -4.3662 -6.73315 3.44316 Data Record #2 =========================================================================== Step = 19 Time = 0.82781475 Data = rotation_quaternion 1 -0.213012 0.0305125 0.00780265 0.976542 2 0 0 0 1 4 -4.81246e-018 6.83716e-019 0.00793412 0.999969 5 3.55601e-005 0.000250296 0.00793412 0.999968 Data Record #3 =========================================================================== Step = 19 Time = 0.82781475 Data = Reaction_Forces 1 -217.89 -696.993 -791.304 2 217.884 696.998 791.303 4 -5.48595e-011 4.09091e-012 -1.18343e-012 5 2.37344e-010 1.39088e-009 -3.36456e-010 Data Record #4 =========================================================================== Step = 19 Time = 0.82781475 Data = Reaction_Torques 1 -26130.3 9999 -1648.92 2 6265.15 -7416.07 4844.32 4 -8.31372e-012 1.11393e-012 -2.46007e-008 5 2.24649e-009 1.64493e-008 9.37607e-008 Data Record #5 =========================================================================== Step = 19 Time = 0.82781475 Data = Rigid_Connector_Force 1 1.91408e-010 1.39529e-009 -3.23109e-010 2 8.92403e-012 3.15287e-013 1.45313e-011 3 -4.59355e-011 4.4062e-012 1.33479e-011 Data Record #6 =========================================================================== Step = 19 Time = 0.82781475 Data = Rigid_Connector_Moment 1 2.09618e-009 1.53991e-008 6.44901e-008 2 1.44532e-011 -1.93653e-012 0 3 -7.11905e-012 9.53858e-013 -2.4647e-008 AUTO STEPPER: increasing time step, dt = 0.0494371 ===== beginning time step 20 : 0.877252 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491209 1 Nonlinear solution status: time= 0.877252 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.426742e+012 3.524529e+009 0.000000e+000 energy 7.727354e+006 9.502680e+004 7.727354e+005 displacement 1.542045e+003 1.542045e+003 1.542045e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490489 2 Nonlinear solution status: time= 0.877252 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.426742e+012 1.238618e+006 0.000000e+000 energy 7.727354e+006 9.234264e+001 7.727354e+005 displacement 1.542045e+003 6.087239e+000 1.562035e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490453 3 Nonlinear solution status: time= 0.877252 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.426742e+012 5.199726e+004 0.000000e+000 energy 7.727354e+006 6.976765e-001 7.727354e+005 displacement 1.542045e+003 4.047478e+000 1.564018e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490525 4 Nonlinear solution status: time= 0.877252 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.426742e+012 3.809637e+002 0.000000e+000 energy 7.727354e+006 2.863556e-002 7.727354e+005 displacement 1.542045e+003 4.136425e-001 1.589526e-001 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490453 5 Nonlinear solution status: time= 0.877252 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.426742e+012 3.515058e-001 0.000000e+000 energy 7.727354e+006 5.592167e-005 7.727354e+005 displacement 1.542045e+003 9.533196e-003 1.590076e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 9.340022e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.422140e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.780793e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 5.137296e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.104076e-015 1.000000e-002 moment: 1.000000e+000 *** angle : 6.213086e-014 1.000000e-004 convergence summary number of iterations : 5 number of reformations : 0 ------- converged at time : 0.877252 Data Record #1 =========================================================================== Step = 20 Time = 0.8772518 Data = center_of_mass 1 0.187562 -7.37091 3.63614 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 3.63961 5 -4.37082 -6.76443 3.63961 Data Record #2 =========================================================================== Step = 20 Time = 0.8772518 Data = rotation_quaternion 1 -0.225515 0.0323034 0.00826062 0.973669 2 0 0 0 1 4 -5.08655e-018 7.20262e-019 0.00839564 0.999965 5 5.27751e-005 0.000372702 0.00839564 0.999965 Data Record #3 =========================================================================== Step = 20 Time = 0.8772518 Data = Reaction_Forces 1 -245.276 -764.539 -871.891 2 245.277 764.54 871.893 4 6.61434e-012 -4.49926e-012 -1.84142e-012 5 -1.19811e-009 -8.93565e-009 2.41904e-009 Data Record #4 =========================================================================== Step = 20 Time = 0.8772518 Data = Reaction_Torques 1 -28649.9 11099.9 -1708.13 2 6675.37 -8119.71 5276.29 4 4.86419e-011 -6.47166e-012 1.86377e-007 5 -1.59845e-008 -1.17234e-007 -6.28127e-007 Data Record #5 =========================================================================== Step = 20 Time = 0.8772518 Data = Rigid_Connector_Force 1 -1.18256e-009 -8.9398e-009 2.4326e-009 2 8.92879e-012 3.53272e-013 1.54037e-011 3 1.55431e-011 -4.14599e-012 1.35623e-011 Data Record #6 =========================================================================== Step = 20 Time = 0.8772518 Data = Rigid_Connector_Moment 1 -1.48587e-008 -1.09327e-007 -4.12129e-007 2 1.52773e-011 -2.0326e-012 0 3 5.04459e-011 -6.71169e-012 1.86393e-007 AUTO STEPPER: increasing time step, dt = 0.0495496 ===== beginning time step 21 : 0.926801 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490453 1 Nonlinear solution status: time= 0.926801 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.598899e+012 3.554597e+009 0.000000e+000 energy 7.975913e+006 9.894333e+004 7.975913e+005 displacement 1.648413e+003 1.648413e+003 1.648413e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489769 2 Nonlinear solution status: time= 0.926801 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.598899e+012 1.110818e+006 0.000000e+000 energy 7.975913e+006 8.492798e+001 7.975913e+005 displacement 1.648413e+003 4.700416e+000 1.758406e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489769 3 Nonlinear solution status: time= 0.926801 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.598899e+012 1.916759e+003 0.000000e+000 energy 7.975913e+006 6.366122e-003 7.975913e+005 displacement 1.648413e+003 1.831464e+000 1.704506e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489805 4 Nonlinear solution status: time= 0.926801 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.598899e+012 1.263550e-003 0.000000e+000 energy 7.975913e+006 1.149442e-005 7.975913e+005 displacement 1.648413e+003 2.825017e-003 1.702158e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.090111e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.659705e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.507003e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 2.716849e-018 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.515807e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 8.104657e-015 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.926801 Data Record #1 =========================================================================== Step = 21 Time = 0.92680144 Data = center_of_mass 1 0.256672 -7.40784 3.83187 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 3.83665 5 -4.3754 -6.79589 3.83665 Data Record #2 =========================================================================== Step = 21 Time = 0.92680144 Data = rotation_quaternion 1 -0.238008 0.0340929 0.00871823 0.970626 2 0 0 0 1 4 2.69019e-018 -3.79674e-019 0.00885483 0.999961 5 7.15879e-005 0.000507238 0.00885483 0.999961 Data Record #3 =========================================================================== Step = 21 Time = 0.92680144 Data = Reaction_Forces 1 -274.563 -833.684 -956.57 2 274.56 833.686 956.569 4 1.49341e-009 -1.92999e-010 3.91556e-012 5 -2.86483e-009 -1.01655e-008 3.0848e-009 Data Record #4 =========================================================================== Step = 21 Time = 0.92680144 Data = Reaction_Torques 1 -31213.6 12260.1 -1755.58 2 7052.43 -8846.52 5715.43 4 6.8213e-011 -9.01179e-012 -2.5833e-008 5 -2.04109e-008 -1.49998e-007 -4.87468e-007 Data Record #5 =========================================================================== Step = 21 Time = 0.92680144 Data = Rigid_Connector_Force 1 -1.36256e-009 -1.03676e-008 3.08057e-009 2 8.8557e-012 -9.07925e-012 -8.13938e-012 3 1.50227e-009 -2.02078e-010 -4.22382e-012 Data Record #6 =========================================================================== Step = 21 Time = 0.92680144 Data = Rigid_Connector_Moment 1 -1.89871e-008 -1.39984e-007 -4.77451e-007 2 -8.08034e-012 1.06751e-012 0 3 6.43292e-011 -8.4987e-012 -2.43139e-008 AUTO STEPPER: increasing time step, dt = 0.0496397 ===== beginning time step 22 : 0.976441 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489805 1 Nonlinear solution status: time= 0.976441 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.770229e+012 3.578624e+009 0.000000e+000 energy 8.223835e+006 1.026582e+005 8.223835e+005 displacement 1.765270e+003 1.765270e+003 1.765270e-001 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487717 2 Nonlinear solution status: time= 0.976441 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.770229e+012 1.119658e+006 0.000000e+000 energy 8.223835e+006 8.634863e+001 8.223835e+005 displacement 1.765270e+003 5.964913e+000 1.878477e-001 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487501 3 Nonlinear solution status: time= 0.976441 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.770229e+012 1.969772e+003 0.000000e+000 energy 8.223835e+006 1.147308e-002 8.223835e+005 displacement 1.765270e+003 2.851702e+000 1.827937e-001 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487573 4 Nonlinear solution status: time= 0.976441 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.770229e+012 2.386303e-004 0.000000e+000 energy 8.223835e+006 7.824469e-006 8.223835e+005 displacement 1.765270e+003 1.095493e-003 1.826848e-001 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.131421e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 1.721842e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881390e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 5.145303e-021 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.558311e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.424694e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.976441 Data Record #1 =========================================================================== Step = 22 Time = 0.976441152 Data = center_of_mass 1 0.325908 -7.44484 4.02794 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 4.03421 5 -4.37995 -6.82751 4.03421 Data Record #2 =========================================================================== Step = 22 Time = 0.976441152 Data = rotation_quaternion 1 -0.250483 0.0358799 0.00917521 0.967412 2 0 0 0 1 4 -5.09514e-021 7.1672e-022 0.00931117 0.999957 5 9.19721e-005 0.000653827 0.00931116 0.999956 Data Record #3 =========================================================================== Step = 22 Time = 0.976441152 Data = Reaction_Forces 1 -305.647 -903.839 -1045.09 2 305.644 903.841 1045.09 4 -1.54557e-009 2.0775e-010 2.93607e-013 5 1.5154e-010 -1.08716e-008 3.48689e-009 Data Record #4 =========================================================================== Step = 22 Time = 0.976441152 Data = Reaction_Torques 1 -33796 13474.2 -1791.28 2 7384.19 -9593.8 6159.83 4 7.23393e-011 -9.48977e-012 4.2897e-007 5 -2.29782e-008 -1.69254e-007 -9.54102e-007 Data Record #5 =========================================================================== Step = 22 Time = 0.976441152 Data = Rigid_Connector_Force 1 -1.39403e-009 -1.06727e-008 3.48718e-009 2 5.17089e-017 -8.88139e-012 9.06225e-032 3 -1.54557e-009 1.98869e-010 2.93607e-013 Data Record #6 =========================================================================== Step = 22 Time = 0.976441152 Data = Rigid_Connector_Moment 1 -2.13707e-008 -1.57918e-007 -4.91357e-007 2 1.53048e-014 -2.00774e-015 0 3 7.20629e-011 -9.4535e-012 4.27408e-007 AUTO STEPPER: increasing time step, dt = 0.0497118 ===== beginning time step 23 : 1.02615 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487573 1 Nonlinear solution status: time= 1.02615 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.132948e+012 1.855210e+008 0.000000e+000 energy 1.757861e+006 2.003219e+004 1.757861e+005 displacement 2.537281e+002 2.537281e+002 2.537281e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487429 2 Nonlinear solution status: time= 1.02615 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.132948e+012 2.831153e+003 0.000000e+000 energy 1.757861e+006 9.340965e-001 1.757861e+005 displacement 2.537281e+002 1.445058e-002 2.553468e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.957966e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 5.677954e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.104917e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.099964e-011 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.02615 Data Record #1 =========================================================================== Step = 23 Time = 1.02615292 Data = center_of_mass 1 0.373485 -7.36946 4.27804 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 4.28507 5 -4.36989 -6.74929 4.28507 Data Record #2 =========================================================================== Step = 23 Time = 1.02615292 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 23 Time = 1.02615292 Data = Reaction_Forces 1 -804.325 -326.504 -1537.82 2 308.428 905.88 1038.13 4 -1.48856e-007 -2.93672e-007 1.01133e-008 5 1.46954e-007 2.79056e-007 -5.04021e-009 Data Record #4 =========================================================================== Step = 23 Time = 1.02615292 Data = Reaction_Torques 1 -35097.9 22298.3 9379.35 2 7281.13 -9524.53 6176.77 4 1.80873e-006 -2.79986e-007 6.11075e-007 5 -1.83203e-006 3.15781e-008 -1.22314e-006 Data Record #5 =========================================================================== Step = 23 Time = 1.02615292 Data = Rigid_Connector_Force 1 3.83494e-008 2.93256e-007 5.09139e-009 2 4.02516e-008 3.07872e-007 1.82701e-011 3 -1.08605e-007 1.41996e-008 1.01316e-008 Data Record #6 =========================================================================== Step = 23 Time = 1.02615292 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69281e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0497694 ===== beginning time step 24 : 1.07592 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2487429 1 Nonlinear solution status: time= 1.07592 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.243174e+012 1.228741e+007 0.000000e+000 energy 7.623202e+006 2.710462e+002 7.623202e+005 displacement 9.500899e+002 9.500899e+002 9.500899e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486601 2 Nonlinear solution status: time= 1.07592 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.243174e+012 1.992966e+000 0.000000e+000 energy 7.623202e+006 2.830364e-002 7.623202e+005 displacement 9.500899e+002 1.313635e-002 9.498959e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728413e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.268019e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.850971e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.07592 Data Record #1 =========================================================================== Step = 24 Time = 1.07592234 Data = center_of_mass 1 0.401496 -7.1926 4.57688 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 4.58392 5 -4.34668 -6.57179 4.58392 Data Record #2 =========================================================================== Step = 24 Time = 1.07592234 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 24 Time = 1.07592234 Data = Reaction_Forces 1 -285.814 -850.172 -948.198 2 285.814 850.177 948.193 4 5.24801e-009 -6.78862e-010 4.228e-009 5 -8.78723e-009 -3.62154e-008 -8.12675e-011 Data Record #4 =========================================================================== Step = 24 Time = 1.07592234 Data = Reaction_Torques 1 -31882.8 12608.4 -1744.03 2 6854.72 -8749.33 5832.39 4 1.80288e-006 -2.79221e-007 4.97275e-007 5 -1.83323e-006 3.47979e-008 -2.3158e-006 Data Record #5 =========================================================================== Step = 24 Time = 1.07592234 Data = Rigid_Connector_Force 1 -4.79751e-009 -3.67387e-008 4.16633e-009 2 -1.25829e-009 1.55556e-010 1.95973e-011 3 3.98973e-009 -5.23305e-010 4.2476e-009 Data Record #6 =========================================================================== Step = 24 Time = 1.07592234 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0498155 ===== beginning time step 25 : 1.12574 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486601 1 Nonlinear solution status: time= 1.12574 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247757e+012 1.160897e+007 0.000000e+000 energy 7.632323e+006 2.533029e+002 7.632323e+005 displacement 9.484209e+002 9.484209e+002 9.484209e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486529 2 Nonlinear solution status: time= 1.12574 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.247757e+012 1.623625e+000 0.000000e+000 energy 7.632323e+006 2.765537e-002 7.632323e+005 displacement 9.484209e+002 1.175860e-002 9.482695e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728818e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.354045e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 6.388471e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.12574 Data Record #1 =========================================================================== Step = 25 Time = 1.12573787 Data = center_of_mass 1 0.429532 -7.01557 4.876 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 4.88304 5 -4.32346 -6.39414 4.88304 Data Record #2 =========================================================================== Step = 25 Time = 1.12573787 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 25 Time = 1.12573787 Data = Reaction_Forces 1 -264.595 -795.014 -861.699 2 264.595 795.017 861.695 4 7.33487e-009 -9.50845e-010 2.05325e-009 5 -1.07893e-008 -3.59585e-008 2.09287e-009 Data Record #4 =========================================================================== Step = 25 Time = 1.12573787 Data = Reaction_Torques 1 -29919.3 11711.9 -1686.93 2 6426.87 -8007.71 5486.31 4 1.80072e-006 -2.78939e-007 4.95252e-007 5 -1.83323e-006 3.47956e-008 -2.31581e-006 Data Record #5 =========================================================================== Step = 25 Time = 1.12573787 Data = Rigid_Connector_Force 1 -4.79802e-009 -3.67427e-008 4.16704e-009 2 -1.34358e-009 1.66703e-010 2.09257e-011 3 5.99128e-009 -7.84143e-010 2.07417e-009 Data Record #6 =========================================================================== Step = 25 Time = 1.12573787 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0498524 ===== beginning time step 26 : 1.17559 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2486565 1 Nonlinear solution status: time= 1.17559 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.250725e+012 1.111001e+007 0.000000e+000 energy 7.638796e+006 2.395191e+002 7.638796e+005 displacement 9.472356e+002 9.472356e+002 9.472356e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485953 2 Nonlinear solution status: time= 1.17559 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.250725e+012 1.392015e+000 0.000000e+000 energy 7.638796e+006 2.674824e-002 7.638796e+005 displacement 9.472356e+002 9.828638e-003 9.471866e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728363e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.441259e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 8.060397e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.17559 Data Record #1 =========================================================================== Step = 26 Time = 1.1755903 Data = center_of_mass 1 0.457589 -6.83842 5.17534 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 5.18239 5 -4.30021 -6.21635 5.18239 Data Record #2 =========================================================================== Step = 26 Time = 1.1755903 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 26 Time = 1.1755903 Data = Reaction_Forces 1 -244.715 -742.551 -780.016 2 244.715 742.553 780.014 4 9.42069e-009 -1.23158e-009 -1.23119e-010 5 -1.27892e-008 -3.56936e-008 4.2649e-009 Data Record #4 =========================================================================== Step = 26 Time = 1.1755903 Data = Reaction_Torques 1 -28048.3 10864.8 -1628.56 2 6016.31 -7305.87 5155.92 4 1.79856e-006 -2.78656e-007 4.9323e-007 5 -1.83323e-006 3.48054e-008 -2.3158e-006 Data Record #5 =========================================================================== Step = 26 Time = 1.1755903 Data = Rigid_Connector_Force 1 -4.79749e-009 -3.67385e-008 4.16403e-009 2 -1.42894e-009 1.86739e-010 2.22551e-011 3 7.99175e-009 -1.04484e-009 -1.00864e-010 Data Record #6 =========================================================================== Step = 26 Time = 1.1755903 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0498819 ===== beginning time step 27 : 1.22547 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485953 1 Nonlinear solution status: time= 1.22547 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.252301e+012 1.061108e+007 0.000000e+000 energy 7.643143e+006 2.258019e+002 7.643143e+005 displacement 9.462277e+002 9.462277e+002 9.462277e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485737 2 Nonlinear solution status: time= 1.22547 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.252301e+012 1.211275e+000 0.000000e+000 energy 7.643143e+006 2.503839e-002 7.643143e+005 displacement 9.462277e+002 8.355506e-003 9.462575e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728390e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.527402e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.034171e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.22547 Data Record #1 =========================================================================== Step = 27 Time = 1.22547224 Data = center_of_mass 1 0.485662 -6.66115 5.47486 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 5.48192 5 -4.27695 -6.03846 5.48192 Data Record #2 =========================================================================== Step = 27 Time = 1.22547224 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 27 Time = 1.22547224 Data = Reaction_Forces 1 -226.062 -692.565 -702.766 2 226.062 692.566 702.765 4 1.15172e-008 -1.50483e-009 -2.30077e-009 5 -1.48002e-008 -3.54309e-008 6.44944e-009 Data Record #4 =========================================================================== Step = 27 Time = 1.22547224 Data = Reaction_Torques 1 -26263.7 10063.6 -1569.16 2 5622.03 -6641.4 4839.86 4 1.7964e-006 -2.78373e-007 4.91197e-007 5 -1.83323e-006 3.47787e-008 -2.3158e-006 Data Record #5 =========================================================================== Step = 27 Time = 1.22547224 Data = Rigid_Connector_Force 1 -4.79737e-009 -3.67378e-008 4.17225e-009 2 -1.51434e-009 1.979e-010 2.35852e-011 3 1.00029e-008 -1.30693e-009 -2.27719e-009 Data Record #6 =========================================================================== Step = 27 Time = 1.22547224 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499056 ===== beginning time step 28 : 1.27538 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2485629 1 Nonlinear solution status: time= 1.27538 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.252788e+012 1.013886e+007 0.000000e+000 energy 7.645809e+006 2.128241e+002 7.645809e+005 displacement 9.453212e+002 9.453212e+002 9.453212e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484693 2 Nonlinear solution status: time= 1.27538 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.252788e+012 1.078112e+000 0.000000e+000 energy 7.645809e+006 2.287351e-002 7.645809e+005 displacement 9.453212e+002 7.224561e-003 9.454166e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728028e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.613586e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.290132e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.27538 Data Record #1 =========================================================================== Step = 28 Time = 1.27537779 Data = center_of_mass 1 0.513749 -6.48381 5.77452 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 5.78159 5 -4.25368 -5.86048 5.78159 Data Record #2 =========================================================================== Step = 28 Time = 1.27537779 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 28 Time = 1.27537779 Data = Reaction_Forces 1 -208.549 -644.931 -629.675 2 208.549 644.932 629.674 4 1.36025e-008 -1.77661e-009 -4.48834e-009 5 -1.67995e-008 -3.51659e-008 8.64225e-009 Data Record #4 =========================================================================== Step = 28 Time = 1.27537779 Data = Reaction_Torques 1 -24560.9 9305.41 -1509.07 2 5243.44 -6012.13 4537.47 4 1.79422e-006 -2.78089e-007 4.89176e-007 5 -1.83323e-006 3.47573e-008 -2.31578e-006 Data Record #5 =========================================================================== Step = 28 Time = 1.27537779 Data = Rigid_Connector_Force 1 -4.79686e-009 -3.67335e-008 4.17883e-009 2 -1.59979e-009 2.09067e-010 2.4916e-011 3 1.20027e-008 -1.56755e-009 -4.46343e-009 Data Record #6 =========================================================================== Step = 28 Time = 1.27537779 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499244 ===== beginning time step 29 : 1.3253 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484621 1 Nonlinear solution status: time= 1.3253 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.252430e+012 9.688664e+006 0.000000e+000 energy 7.647154e+006 2.005477e+002 7.647154e+005 displacement 9.445631e+002 9.445631e+002 9.445631e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484693 2 Nonlinear solution status: time= 1.3253 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.252430e+012 1.004286e+000 0.000000e+000 energy 7.647154e+006 2.022830e-002 7.647154e+005 displacement 9.445631e+002 6.299451e-003 9.447331e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727922e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.699802e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.560808e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.3253 Data Record #1 =========================================================================== Step = 29 Time = 1.32530223 Data = center_of_mass 1 0.541846 -6.30639 6.0743 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 6.08137 5 -4.2304 -5.68244 6.08137 Data Record #2 =========================================================================== Step = 29 Time = 1.32530223 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 29 Time = 1.32530223 Data = Reaction_Forces 1 -192.091 -599.532 -560.463 2 192.091 599.533 560.463 4 1.5695e-008 -2.04935e-009 -6.65897e-009 5 -1.88066e-008 -3.49037e-008 1.08079e-008 Data Record #4 =========================================================================== Step = 29 Time = 1.32530223 Data = Reaction_Torques 1 -22935.8 8587.49 -1448.69 2 4879.96 -5415.76 4248.15 4 1.79207e-006 -2.77808e-007 4.87148e-007 5 -1.83323e-006 3.47692e-008 -2.31578e-006 Data Record #5 =========================================================================== Step = 29 Time = 1.32530223 Data = Rigid_Connector_Force 1 -4.79679e-009 -3.67328e-008 4.17517e-009 2 -1.68527e-009 2.20237e-010 2.62473e-011 3 1.40098e-008 -1.82911e-009 -6.63272e-009 Data Record #6 =========================================================================== Step = 29 Time = 1.32530223 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499396 ===== beginning time step 30 : 1.37524 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2484729 1 Nonlinear solution status: time= 1.37524 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.251423e+012 9.259546e+006 0.000000e+000 energy 7.647466e+006 1.889588e+002 7.647466e+005 displacement 9.440338e+002 9.440338e+002 9.440338e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483937 2 Nonlinear solution status: time= 1.37524 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.251423e+012 9.717839e-001 0.000000e+000 energy 7.647466e+006 1.668371e-002 7.647466e+005 displacement 9.440338e+002 5.618565e-003 9.442906e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727984e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.786044e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.839539e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.37524 Data Record #1 =========================================================================== Step = 30 Time = 1.37524179 Data = center_of_mass 1 0.569952 -6.12892 6.37416 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 6.38124 5 -4.20712 -5.50434 6.38124 Data Record #2 =========================================================================== Step = 30 Time = 1.37524179 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 30 Time = 1.37524179 Data = Reaction_Forces 1 -176.613 -556.241 -494.856 2 176.613 556.242 494.857 4 1.77874e-008 -2.32205e-009 -8.83026e-009 5 -2.08135e-008 -3.46429e-008 1.29767e-008 Data Record #4 =========================================================================== Step = 30 Time = 1.37524179 Data = Reaction_Torques 1 -21384.1 7907.36 -1388.27 2 4531.09 -4850.03 3971.3 4 1.78991e-006 -2.77526e-007 4.8512e-007 5 -1.83323e-006 3.4773e-008 -2.31578e-006 Data Record #5 =========================================================================== Step = 30 Time = 1.37524179 Data = Rigid_Connector_Force 1 -4.79683e-009 -3.67336e-008 4.174e-009 2 -1.77077e-009 2.31412e-010 2.7579e-011 3 1.60166e-008 -2.09064e-009 -8.80268e-009 Data Record #6 =========================================================================== Step = 30 Time = 1.37524179 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499516 ===== beginning time step 31 : 1.42519 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483973 1 Nonlinear solution status: time= 1.42519 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.249918e+012 8.849477e+006 0.000000e+000 energy 7.646974e+006 1.779986e+002 7.646974e+005 displacement 9.438013e+002 9.438013e+002 9.438013e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483073 2 Nonlinear solution status: time= 1.42519 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.249918e+012 9.847381e-001 0.000000e+000 energy 7.646974e+006 1.094430e-002 7.646974e+005 displacement 9.438013e+002 5.521222e-003 9.441362e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728045e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.872307e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.123604e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.42519 Data Record #1 =========================================================================== Step = 31 Time = 1.42519343 Data = center_of_mass 1 0.598065 -5.95141 6.6741 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 6.68119 5 -4.18383 -5.3262 6.68119 Data Record #2 =========================================================================== Step = 31 Time = 1.42519343 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 31 Time = 1.42519343 Data = Reaction_Forces 1 -162.03 -514.914 -432.524 2 162.03 514.915 432.524 4 1.98794e-008 -2.5947e-009 -1.1011e-008 5 -2.28199e-008 -3.43818e-008 1.51586e-008 Data Record #4 =========================================================================== Step = 31 Time = 1.42519343 Data = Reaction_Torques 1 -19900.9 7262.31 -1328.12 2 4196.05 -4312.28 3706.3 4 1.78775e-006 -2.77242e-007 4.83092e-007 5 -1.83323e-006 3.47645e-008 -2.31579e-006 Data Record #5 =========================================================================== Step = 31 Time = 1.42519343 Data = Rigid_Connector_Force 1 -4.79686e-009 -3.67339e-008 4.17659e-009 2 -1.8563e-009 2.42588e-010 2.8911e-011 3 1.80231e-008 -2.35211e-009 -1.0982e-008 Data Record #6 =========================================================================== Step = 31 Time = 1.42519343 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499613 ===== beginning time step 32 : 1.47515 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2483073 1 Nonlinear solution status: time= 1.47515 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.248037e+012 8.441234e+006 0.000000e+000 energy 7.645857e+006 1.673325e+002 7.645857e+005 displacement 9.440528e+002 9.440528e+002 9.440528e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2482173 2 Nonlinear solution status: time= 1.47515 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.248037e+012 2.340252e+000 0.000000e+000 energy 7.645857e+006 1.431125e-002 7.645857e+005 displacement 9.440528e+002 8.751465e-003 9.442190e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727744e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 1.959758e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.411884e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.47515 Data Record #1 =========================================================================== Step = 32 Time = 1.47515474 Data = center_of_mass 1 0.626183 -5.77387 6.9741 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 6.98119 5 -4.16053 -5.14802 6.98119 Data Record #2 =========================================================================== Step = 32 Time = 1.47515474 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 32 Time = 1.47515474 Data = Reaction_Forces 1 -148.155 -475.246 -372.87 2 148.155 475.248 372.869 4 2.19772e-008 -2.87702e-009 -1.3201e-008 5 -2.48318e-008 -3.41163e-008 1.73494e-008 Data Record #4 =========================================================================== Step = 32 Time = 1.47515474 Data = Reaction_Torques 1 -18476.8 6647.4 -1269 2 3873.36 -3796.9 3453.03 4 1.78557e-006 -2.76958e-007 4.81058e-007 5 -1.83323e-006 3.47578e-008 -2.31577e-006 Data Record #5 =========================================================================== Step = 32 Time = 1.47515474 Data = Rigid_Connector_Force 1 -4.79647e-009 -3.67306e-008 4.17865e-009 2 -1.94184e-009 2.62649e-010 3.02433e-011 3 2.00354e-008 -2.61437e-009 -1.31707e-008 Data Record #6 =========================================================================== Step = 32 Time = 1.47515474 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499691 ===== beginning time step 33 : 1.52512 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2482173 1 Nonlinear solution status: time= 1.52512 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.245856e+012 7.941090e+006 0.000000e+000 energy 7.644238e+006 1.550757e+002 7.644238e+005 displacement 9.447308e+002 9.447308e+002 9.447308e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2481093 2 Nonlinear solution status: time= 1.52512 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.245856e+012 1.023372e+004 0.000000e+000 energy 7.644238e+006 3.096147e+000 7.644238e+005 displacement 9.447308e+002 3.626170e-001 9.456735e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2481129 3 Nonlinear solution status: time= 1.52512 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.245856e+012 8.513087e+003 0.000000e+000 energy 7.644238e+006 4.224652e-002 7.644238e+005 displacement 9.447308e+002 4.249036e-001 9.448009e-002 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2481273 4 Nonlinear solution status: time= 1.52512 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.245856e+012 1.447408e-001 0.000000e+000 energy 7.644238e+006 3.136868e-004 7.644238e+005 displacement 9.447308e+002 2.028088e-003 9.447495e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727818e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.046050e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.700765e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 1.52512 Data Record #1 =========================================================================== Step = 33 Time = 1.52512379 Data = center_of_mass 1 0.654306 -5.59629 7.27414 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 7.28124 5 -4.13723 -4.96982 7.28124 Data Record #2 =========================================================================== Step = 33 Time = 1.52512379 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 33 Time = 1.52512379 Data = Reaction_Forces 1 -135.053 -436.215 -312.822 2 135.053 436.215 312.821 4 2.40675e-008 -3.14948e-009 -1.53735e-008 5 -2.68366e-008 -3.3855e-008 1.95276e-008 Data Record #4 =========================================================================== Step = 33 Time = 1.52512379 Data = Reaction_Torques 1 -17086.1 6048.9 -1198.49 2 3544.14 -3290.23 3196.97 4 1.78341e-006 -2.76676e-007 4.79032e-007 5 -1.83324e-006 3.47352e-008 -2.31577e-006 Data Record #5 =========================================================================== Step = 33 Time = 1.52512379 Data = Rigid_Connector_Force 1 -4.79645e-009 -3.67306e-008 4.1856e-009 2 -2.0274e-009 2.7383e-010 3.15758e-011 3 2.20401e-008 -2.87565e-009 -1.5342e-008 Data Record #6 =========================================================================== Step = 33 Time = 1.52512379 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499752 ===== beginning time step 34 : 1.5751 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2481273 1 Nonlinear solution status: time= 1.5751 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.243453e+012 7.354705e+006 0.000000e+000 energy 7.642190e+006 1.410029e+002 7.642190e+005 displacement 9.452088e+002 9.452088e+002 9.452088e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2480445 2 Nonlinear solution status: time= 1.5751 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.243453e+012 1.601604e+000 0.000000e+000 energy 7.642190e+006 7.670463e-003 7.642190e+005 displacement 9.452088e+002 2.124248e-002 9.441951e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728549e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.132353e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.991753e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.5751 Data Record #1 =========================================================================== Step = 34 Time = 1.57509904 Data = center_of_mass 1 0.682432 -5.4187 7.57422 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 7.58133 5 -4.11393 -4.79159 7.58133 Data Record #2 =========================================================================== Step = 34 Time = 1.57509904 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 34 Time = 1.57509904 Data = Reaction_Forces 1 -122.669 -397.841 -254.186 2 122.669 397.842 254.185 4 2.61585e-008 -3.42195e-009 -1.75553e-008 5 -2.88428e-008 -3.36007e-008 2.17099e-008 Data Record #4 =========================================================================== Step = 34 Time = 1.57509904 Data = Reaction_Torques 1 -15733.7 5482.35 -1128.41 2 3224.59 -2793.79 2946.81 4 1.78125e-006 -2.76393e-007 4.77005e-007 5 -1.83324e-006 3.47287e-008 -2.3158e-006 Data Record #5 =========================================================================== Step = 34 Time = 1.57509904 Data = Rigid_Connector_Force 1 -4.79736e-009 -3.67377e-008 4.18759e-009 2 -2.11296e-009 2.85012e-010 3.29085e-011 3 2.40455e-008 -3.13694e-009 -1.75224e-008 Data Record #6 =========================================================================== Step = 34 Time = 1.57509904 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499802 ===== beginning time step 35 : 1.62508 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2480445 1 Nonlinear solution status: time= 1.62508 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.240811e+012 6.421734e+006 0.000000e+000 energy 7.639766e+006 1.195578e+002 7.639766e+005 displacement 9.460347e+002 9.460347e+002 9.460347e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2480193 2 Nonlinear solution status: time= 1.62508 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.240811e+012 7.261010e-001 0.000000e+000 energy 7.639766e+006 7.074151e-003 7.639766e+005 displacement 9.460347e+002 2.082381e-002 9.441920e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.728455e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.218665e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.285017e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.62508 Data Record #1 =========================================================================== Step = 35 Time = 1.62507923 Data = center_of_mass 1 0.710561 -5.24109 7.87433 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 7.88144 5 -4.09062 -4.61335 7.88144 Data Record #2 =========================================================================== Step = 35 Time = 1.62507923 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 35 Time = 1.62507923 Data = Reaction_Forces 1 -110.281 -361.545 -190.616 2 110.282 361.546 190.615 4 2.82566e-008 -3.69542e-009 -1.97461e-008 5 -3.08553e-008 -3.33373e-008 2.3901e-008 Data Record #4 =========================================================================== Step = 35 Time = 1.62507923 Data = Reaction_Torques 1 -14399.6 4910.2 -1073.9 2 2895.88 -2270.8 2718.35 4 1.77907e-006 -2.76108e-007 4.74971e-007 5 -1.83324e-006 3.47236e-008 -2.31579e-006 Data Record #5 =========================================================================== Step = 35 Time = 1.62507923 Data = Rigid_Connector_Force 1 -4.79721e-009 -3.67366e-008 4.18915e-009 2 -2.19854e-009 2.96195e-010 3.42412e-011 3 2.6058e-008 -3.39923e-009 -1.97118e-008 Data Record #6 =========================================================================== Step = 35 Time = 1.62507923 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499842 ===== beginning time step 36 : 1.67506 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2480301 1 Nonlinear solution status: time= 1.67506 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.237747e+012 5.806644e+006 0.000000e+000 energy 7.636750e+006 1.051135e+002 7.636750e+005 displacement 9.447837e+002 9.447837e+002 9.447837e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2480157 2 Nonlinear solution status: time= 1.67506 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.237747e+012 6.604367e-001 0.000000e+000 energy 7.636750e+006 5.973160e-003 7.636750e+005 displacement 9.447837e+002 1.934471e-002 9.423464e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727883e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.304984e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.577524e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.67506 Data Record #1 =========================================================================== Step = 36 Time = 1.67506338 Data = center_of_mass 1 0.738692 -5.06346 8.17446 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 8.18158 5 -4.06732 -4.43509 8.18158 Data Record #2 =========================================================================== Step = 36 Time = 1.67506338 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 36 Time = 1.67506338 Data = Reaction_Forces 1 -98.351 -325.4 -123.739 2 98.3517 325.399 123.737 4 3.03478e-008 -3.96803e-009 -2.19193e-008 5 -3.28602e-008 -3.30705e-008 2.60706e-008 Data Record #4 =========================================================================== Step = 36 Time = 1.67506338 Data = Reaction_Torques 1 -13065.2 4341.94 -1017.44 2 2549.76 -1733.82 2489.97 4 1.77691e-006 -2.75826e-007 4.72944e-007 5 -1.83324e-006 3.47312e-008 -2.31578e-006 Data Record #5 =========================================================================== Step = 36 Time = 1.67506338 Data = Rigid_Connector_Force 1 -4.79654e-009 -3.67311e-008 4.18684e-009 2 -2.28412e-009 3.07379e-010 3.55741e-011 3 2.80637e-008 -3.66065e-009 -2.18838e-008 Data Record #6 =========================================================================== Step = 36 Time = 1.67506338 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499873 ===== beginning time step 37 : 1.72505 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2480049 1 Nonlinear solution status: time= 1.72505 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.234396e+012 5.291372e+006 0.000000e+000 energy 7.633304e+006 9.339511e+001 7.633304e+005 displacement 9.421299e+002 9.421299e+002 9.421299e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2478861 2 Nonlinear solution status: time= 1.72505 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.234396e+012 5.760104e-001 0.000000e+000 energy 7.633304e+006 4.916001e-003 7.633304e+005 displacement 9.421299e+002 9.554186e-003 9.396182e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727428e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.390141e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.871726e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.72505 Data Record #1 =========================================================================== Step = 37 Time = 1.72505071 Data = center_of_mass 1 0.766825 -4.88582 8.47461 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 8.48174 5 -4.04401 -4.25682 8.48174 Data Record #2 =========================================================================== Step = 37 Time = 1.72505071 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 37 Time = 1.72505071 Data = Reaction_Forces 1 -85.8868 -288.837 -53.5934 2 85.8885 288.836 53.5889 4 3.24451e-008 -4.23252e-009 -2.41016e-008 5 -3.48712e-008 -3.28028e-008 2.82603e-008 Data Record #4 =========================================================================== Step = 37 Time = 1.72505071 Data = Reaction_Torques 1 -11716.8 3768.81 -962.75 2 2186.09 -1176.02 2268.56 4 1.77474e-006 -2.75543e-007 4.70911e-007 5 -1.83324e-006 3.47026e-008 -2.31576e-006 Data Record #5 =========================================================================== Step = 37 Time = 1.72505071 Data = Rigid_Connector_Force 1 -4.79577e-009 -3.67256e-008 4.19561e-009 2 -2.36971e-009 3.09682e-010 3.69071e-011 3 3.00754e-008 -3.92283e-009 -2.40647e-008 Data Record #6 =========================================================================== Step = 37 Time = 1.72505071 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499899 ===== beginning time step 38 : 1.77504 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2478825 1 Nonlinear solution status: time= 1.77504 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.230734e+012 4.923037e+006 0.000000e+000 energy 7.629423e+006 8.507721e+001 7.629423e+005 displacement 9.369395e+002 9.369395e+002 9.369395e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2478213 2 Nonlinear solution status: time= 1.77504 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.230734e+012 4.728382e-001 0.000000e+000 energy 7.629423e+006 1.160087e-003 7.629423e+005 displacement 9.369395e+002 1.715718e-002 9.358099e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727421e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.477636e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.165498e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.77504 Data Record #1 =========================================================================== Step = 38 Time = 1.77504056 Data = center_of_mass 1 0.794959 -4.70818 8.77478 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 8.78192 5 -4.0207 -4.07855 8.78192 Data Record #2 =========================================================================== Step = 38 Time = 1.77504056 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 38 Time = 1.77504056 Data = Reaction_Forces 1 -73.4989 -252.429 19.7188 2 73.4988 252.426 -19.7241 4 3.45302e-008 -4.51314e-009 -2.62839e-008 5 -3.68708e-008 -3.25429e-008 3.04341e-008 Data Record #4 =========================================================================== Step = 38 Time = 1.77504056 Data = Reaction_Torques 1 -10358.2 3188.98 -910.601 2 1805.36 -595.052 2047.82 4 1.77258e-006 -2.75259e-007 4.6889e-007 5 -1.83324e-006 3.4726e-008 -2.31576e-006 Data Record #5 =========================================================================== Step = 38 Time = 1.77504056 Data = Rigid_Connector_Force 1 -4.7959e-009 -3.67263e-008 4.18842e-009 2 -2.4553e-009 3.29749e-010 3.82402e-011 3 3.20749e-008 -4.18339e-009 -2.62457e-008 Data Record #6 =========================================================================== Step = 38 Time = 1.77504056 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499919 ===== beginning time step 39 : 1.82503 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2478321 1 Nonlinear solution status: time= 1.82503 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.226813e+012 4.754885e+006 0.000000e+000 energy 7.625175e+006 8.129602e+001 7.625175e+005 displacement 9.302191e+002 9.302191e+002 9.302191e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2477421 2 Nonlinear solution status: time= 1.82503 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.226813e+012 4.125548e-001 0.000000e+000 energy 7.625175e+006 3.467537e-003 7.625175e+005 displacement 9.302191e+002 2.853376e-002 9.297322e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727975e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.563968e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.461217e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.82503 Data Record #1 =========================================================================== Step = 39 Time = 1.82503245 Data = center_of_mass 1 0.823094 -4.53052 9.07496 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 9.0821 5 -3.99739 -3.90026 9.0821 Data Record #2 =========================================================================== Step = 39 Time = 1.82503245 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 39 Time = 1.82503245 Data = Reaction_Forces 1 -61.5384 -215.499 95.4961 2 61.5371 215.495 -95.4999 4 3.66347e-008 -4.78738e-009 -2.84664e-008 5 -3.88903e-008 -3.22845e-008 3.26237e-008 Data Record #4 =========================================================================== Step = 39 Time = 1.82503245 Data = Reaction_Torques 1 -8971.79 2595.56 -851.61 2 1404.02 10.4415 1816.86 4 1.77041e-006 -2.74976e-007 4.6685e-007 5 -1.83324e-006 3.46987e-008 -2.31578e-006 Data Record #5 =========================================================================== Step = 39 Time = 1.82503245 Data = Rigid_Connector_Force 1 -4.79644e-009 -3.67309e-008 4.19683e-009 2 -2.54089e-009 3.40935e-010 3.95732e-011 3 3.40938e-008 -4.44644e-009 -2.84268e-008 Data Record #6 =========================================================================== Step = 39 Time = 1.82503245 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499935 ===== beginning time step 40 : 1.87503 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2477421 1 Nonlinear solution status: time= 1.87503 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.222742e+012 4.615507e+006 0.000000e+000 energy 7.620699e+006 7.797696e+001 7.620699e+005 displacement 9.249921e+002 9.249921e+002 9.249921e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2477097 2 Nonlinear solution status: time= 1.87503 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.222742e+012 4.495962e-001 0.000000e+000 energy 7.620699e+006 9.271467e-003 7.620699e+005 displacement 9.249921e+002 4.211975e-002 9.257804e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727966e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.650303e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 4.756415e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.87503 Data Record #1 =========================================================================== Step = 40 Time = 1.87502596 Data = center_of_mass 1 0.851231 -4.35286 9.37515 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 9.3823 5 -3.97408 -3.72197 9.3823 Data Record #2 =========================================================================== Step = 40 Time = 1.87502596 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 40 Time = 1.87502596 Data = Reaction_Forces 1 -49.9478 -177.491 172.144 2 49.9447 177.486 -172.145 4 3.87282e-008 -5.06023e-009 -3.06489e-008 5 -4.08982e-008 -3.20232e-008 3.48009e-008 Data Record #4 =========================================================================== Step = 40 Time = 1.87502596 Data = Reaction_Torques 1 -7566.44 1997.64 -781.991 2 993.43 627.573 1572.96 4 1.76824e-006 -2.74692e-007 4.6482e-007 5 -1.83324e-006 3.47115e-008 -2.31578e-006 Data Record #5 =========================================================================== Step = 40 Time = 1.87502596 Data = Rigid_Connector_Force 1 -4.79655e-009 -3.67313e-008 4.19289e-009 2 -2.62649e-009 3.52121e-010 4.09064e-011 3 3.61017e-008 -4.70811e-009 -3.0608e-008 Data Record #6 =========================================================================== Step = 40 Time = 1.87502596 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499948 ===== beginning time step 41 : 1.92502 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2477025 1 Nonlinear solution status: time= 1.92502 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.218628e+012 4.481859e+006 0.000000e+000 energy 7.616117e+006 7.556761e+001 7.616117e+005 displacement 9.197157e+002 9.197157e+002 9.197157e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2476989 2 Nonlinear solution status: time= 1.92502 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.218628e+012 1.008659e+000 0.000000e+000 energy 7.616117e+006 2.358327e-002 7.616117e+005 displacement 9.197157e+002 5.229081e-002 9.210672e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727208e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.736641e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.050791e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.92502 Data Record #1 =========================================================================== Step = 41 Time = 1.92502077 Data = center_of_mass 1 0.879368 -4.1752 9.67535 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 9.6825 5 -3.95077 -3.54368 9.6825 Data Record #2 =========================================================================== Step = 41 Time = 1.92502077 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 41 Time = 1.92502077 Data = Reaction_Forces 1 -38.8229 -139.874 249.538 2 38.8206 139.868 -249.532 4 4.08222e-008 -5.33322e-009 -3.28137e-008 5 -4.29058e-008 -3.17553e-008 3.69506e-008 Data Record #4 =========================================================================== Step = 41 Time = 1.92502077 Data = Reaction_Torques 1 -6155.96 1396 -707.624 2 575.768 1253.01 1328.44 4 1.76609e-006 -2.74411e-007 4.62791e-007 5 -1.83323e-006 3.47565e-008 -2.31576e-006 Data Record #5 =========================================================================== Step = 41 Time = 1.92502077 Data = Rigid_Connector_Force 1 -4.79575e-009 -3.67253e-008 4.17905e-009 2 -2.71209e-009 3.63308e-010 4.22396e-011 3 3.81101e-008 -4.96991e-009 -3.27715e-008 Data Record #6 =========================================================================== Step = 41 Time = 1.92502077 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499958 ===== beginning time step 42 : 1.97502 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2476881 1 Nonlinear solution status: time= 1.97502 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.214473e+012 4.376424e+006 0.000000e+000 energy 7.611454e+006 7.391967e+001 7.611454e+005 displacement 9.164022e+002 9.164022e+002 9.164022e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2476305 2 Nonlinear solution status: time= 1.97502 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.214473e+012 1.570903e+000 0.000000e+000 energy 7.611454e+006 3.374020e-002 7.611454e+005 displacement 9.164022e+002 7.053432e-002 9.181942e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727255e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.822980e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.347795e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1.97502 Data Record #1 =========================================================================== Step = 42 Time = 1.97501662 Data = center_of_mass 1 0.907505 -3.99753 9.97555 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 9.98271 5 -3.92746 -3.36538 9.98271 Data Record #2 =========================================================================== Step = 42 Time = 1.97501662 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 42 Time = 1.97501662 Data = Reaction_Forces 1 -26.8441 -101.652 326.827 2 26.8411 101.644 -326.819 4 4.29173e-008 -5.60621e-009 -3.50141e-008 5 -4.49151e-008 -3.14921e-008 3.9167e-008 Data Record #4 =========================================================================== Step = 42 Time = 1.97501662 Data = Reaction_Torques 1 -4733.17 780.06 -635.459 2 153.287 1882.67 1085.73 4 1.76391e-006 -2.74126e-007 4.6076e-007 5 -1.83324e-006 3.47001e-008 -2.31575e-006 Data Record #5 =========================================================================== Step = 42 Time = 1.97501662 Data = Rigid_Connector_Force 1 -4.79551e-009 -3.67238e-008 4.19639e-009 2 -2.79769e-009 3.74495e-010 4.35728e-011 3 4.01196e-008 -5.23172e-009 -3.49706e-008 Data Record #6 =========================================================================== Step = 42 Time = 1.97501662 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 AUTO STEPPER: increasing time step, dt = 0.0499967 MUST POINT CONTROLLER: adjusting time step. dt = 0.0249834 ===== beginning time step 43 : 2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2476377 1 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301016e+012 2.697053e+005 0.000000e+000 energy 1.899410e+006 4.858397e+000 1.899410e+005 displacement 2.280521e+002 2.280521e+002 2.280521e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2476413 2 Nonlinear solution status: time= 2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.301016e+012 4.658211e-002 0.000000e+000 energy 1.899410e+006 1.907955e-003 1.899410e+005 displacement 2.280521e+002 1.957558e-002 2.277016e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 3.727458e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 5.678092e-013 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 2.866124e-013 1.000000e-002 moment: 1.000000e+000 *** angle : 1.437811e-014 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 1.000000e+000 *** gap : 5.495544e-012 1.000000e-002 moment: 1.000000e+000 *** angle : 6.291323e-013 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 2 Data Record #1 =========================================================================== Step = 43 Time = 2 Data = center_of_mass 1 0.921566 -3.90875 10.1256 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 10.1327 5 -3.91581 -3.27628 10.1327 Data Record #2 =========================================================================== Step = 43 Time = 2 Data = rotation_quaternion 1 -0.256389 0.0367259 0.00939155 0.96583 2 0 0 0 1 4 -1.99888e-015 -1.42385e-014 0.00952636 0.999955 5 0.000102177 0.000727505 0.00952636 0.999954 Data Record #3 =========================================================================== Step = 43 Time = 2 Data = Reaction_Forces 1 -19.9152 -80.7243 366.27 2 19.9156 80.7247 -366.27 4 4.3962e-008 -5.74232e-009 -3.61048e-008 5 -4.59173e-008 -3.13637e-008 4.02556e-008 Data Record #4 =========================================================================== Step = 43 Time = 2 Data = Reaction_Torques 1 -3970.03 438.659 -589.058 2 -77.4846 2219.74 955.602 4 1.76282e-006 -2.73984e-007 4.59747e-007 5 -1.83324e-006 3.47044e-008 -2.31576e-006 Data Record #5 =========================================================================== Step = 43 Time = 2 Data = Rigid_Connector_Force 1 -4.7958e-009 -3.6726e-008 4.19505e-009 2 -2.84047e-009 3.80085e-010 4.4239e-011 3 4.11216e-008 -5.36224e-009 -3.60606e-008 Data Record #6 =========================================================================== Step = 43 Time = 2 Data = Rigid_Connector_Moment 1 -2.70314e-008 -1.87561e-007 -1.69285e-006 2 5.58943e-009 4.27707e-008 0 3 1.80425e-006 -2.35899e-007 5.01307e-007 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 .................... : 43 Total number of equilibrium iterations ............ : 146 Average number of equilibrium iterations .......... : 3.39535 Total number of right hand evaluations ............ : 198 Total number of stiffness reformations ............ : 147 Time in linear solver: 0:04:05 Elapsed time : 0:08:19 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1.187 sec) Initialization time ............. : 0:00:00 (0.093 sec) Solve time ...................... : 0:08:19 (499.084 sec) IO-time (plot, dmp, data) .... : 0:00:03 (2.608 sec) reforming stiffness .......... : 0:00:36 (35.636 sec) evaluating stiffness ......... : 0:00:55 (55.254 sec) evaluating residual .......... : 0:00:06 (5.936 sec) model update ................. : 0:02:32 (151.51 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:04:05 (245.482 sec) Total elapsed time .............. : 0:08:20 (500.364 sec) N O R M A L T E R M I N A T I O N