=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 : FeBio_custom_compression.feb Plot file : FeBio_custom_compression.xplt Log file : FeBio_custom_compression.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 50821 Number of solid elements ....................... : 14530 Number of shell elements ....................... : 93798 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 20 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 ........................... : 1 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 ................................................. : 146.41 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 1.95 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 535.039 lam_max ........................................... : 1.046 mat_axis: (type: vector) vector .......................................... : -0.0878204,-0.505941,-0.858086 a ............................................... : -0.0878204,-0.505941,-0.858086 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 ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398970 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 2.653370e+007 1.261363e-002 0.000000e+000 energy 3.872295e+002 3.441037e-002 3.872295e+001 displacement 2.660741e+001 2.660741e+001 2.660741e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398682 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 2.653370e+007 1.771413e-008 0.000000e+000 energy 3.872295e+002 1.317516e-007 3.872295e+001 displacement 2.660741e+001 1.883383e-003 2.633283e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.679610e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.535179e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -1.02283 -6.64111 0.299713 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.299713 5 -4.27123 -6.15328 0.299713 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Forces 1 0.30587 1.33157 2.3251 2 -0.305855 -1.33159 -2.32512 4 6.48787e-012 -7.84962e-013 0 5 -6.08563e-012 3.43421e-012 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 44.1359 -17.7863 4.4574 2 -11.8827 17.9939 -8.81909 4 5.01103e-028 4.14171e-027 -6.54676e-012 5 0 0 8.79734e-012 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 4.02239e-013 2.64925e-012 0 2 0 0 0 3 6.48787e-012 -7.84962e-013 0 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398682 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 2.653370e+007 9.739159e-003 0.000000e+000 energy 3.871109e+002 2.604914e-002 3.871109e+001 displacement 2.617146e+001 2.617146e+001 2.617146e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398790 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 2.653370e+007 3.612505e-008 0.000000e+000 energy 3.871109e+002 2.966575e-007 3.871109e+001 displacement 2.617146e+001 4.515430e-003 2.598007e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.859337e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.855585e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -1.00965 -6.56522 0.428426 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.428426 5 -4.25979 -6.07713 0.428426 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Forces 1 0.647474 2.79675 4.89592 2 -0.647491 -2.79678 -4.89598 4 -5.72459e-012 1.23165e-012 0 5 5.61644e-012 -2.01011e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 92.7366 -37.5916 9.37078 2 -25.0123 37.9231 -18.5161 4 -7.86261e-028 -3.65445e-027 5.85678e-012 5 0 0 -2.58012e-012 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -1.08149e-013 -7.78457e-013 0 2 0 0 0 3 -5.72459e-012 1.23165e-012 0 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398790 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 2.653364e+007 2.290753e-002 0.000000e+000 energy 3.869059e+002 4.369493e-002 3.869059e+001 displacement 2.577637e+001 2.577637e+001 2.577637e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398394 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 2.653364e+007 1.032891e-006 0.000000e+000 energy 3.869059e+002 3.097628e-006 3.869059e+001 displacement 2.577637e+001 6.531647e-003 2.553256e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.728763e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.865778e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -0.996481 -6.48933 0.557139 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.557139 5 -4.24836 -6.00097 0.557139 Data Record #2 =========================================================================== Step = 3 Time = 0.15 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Forces 1 1.05556 4.49752 7.90553 2 -1.05568 -4.49796 -7.90605 4 7.63278e-013 4.51028e-013 0 5 -4.93719e-013 1.25659e-012 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 149.319 -61.0119 15.0311 2 -40.4555 61.261 -29.7079 4 -2.87927e-028 4.8726e-028 -6.89334e-013 5 0 0 5.67549e-012 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 2.6956e-013 1.70762e-012 0 2 0 0 0 3 7.63278e-013 4.51028e-013 0 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398394 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653358e+007 6.125739e-002 0.000000e+000 energy 3.868269e+002 6.633420e-002 3.868269e+001 displacement 2.527651e+001 2.527651e+001 2.527651e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398142 2 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653358e+007 9.210451e-006 0.000000e+000 energy 3.868269e+002 1.017759e-005 3.868269e+001 displacement 2.527651e+001 7.248031e-003 2.498556e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.220765e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.009083e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -0.983308 -6.41344 0.685852 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.685852 5 -4.23692 -5.92482 0.685852 Data Record #2 =========================================================================== Step = 4 Time = 0.2 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Forces 1 1.5745 6.58711 11.6551 2 -1.57494 -6.58884 -11.6572 4 -2.77556e-012 1.16226e-012 0 5 2.31423e-012 -4.34982e-012 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 219.266 -90.4893 21.9022 2 -59.9265 90.346 -43.3466 4 -7.41965e-028 -1.77186e-027 2.92376e-012 5 0 0 -1.05739e-011 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -4.61328e-013 -3.18755e-012 0 2 0 0 0 3 -2.77556e-012 1.16226e-012 0 Data Record #6 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 5 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398142 1 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653354e+007 1.607990e-001 0.000000e+000 energy 3.871321e+002 8.790349e-002 3.871321e+001 displacement 2.468579e+001 2.468579e+001 2.468579e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398178 2 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653354e+007 2.750104e-005 0.000000e+000 energy 3.871321e+002 1.758090e-005 3.871321e+001 displacement 2.468579e+001 6.601212e-003 2.435360e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.398966e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.904477e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -0.970135 -6.33754 0.814564 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.814564 5 -4.22548 -5.84867 0.814564 Data Record #2 =========================================================================== Step = 5 Time = 0.25 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Forces 1 2.26283 9.28389 16.5864 2 -2.26379 -9.28693 -16.5909 4 -3.60822e-012 1.49186e-012 0 5 5.02473e-012 7.79975e-012 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 310.346 -129.532 30.7135 2 -85.9804 128.702 -60.8583 4 -9.52372e-028 -2.30341e-027 3.79805e-012 5 0 0 3.08574e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 1.41651e-012 9.29161e-012 0 2 0 0 0 3 -3.60822e-012 1.49186e-012 0 Data Record #6 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 6 : 0.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398142 1 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653357e+007 4.179133e-001 0.000000e+000 energy 3.884108e+002 9.435911e-002 3.884108e+001 displacement 2.401185e+001 2.401185e+001 2.401185e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397998 2 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653357e+007 2.072110e-005 0.000000e+000 energy 3.884108e+002 2.695605e-005 3.884108e+001 displacement 2.401185e+001 7.542505e-003 2.362034e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.128596e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.773156e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -0.956962 -6.26165 0.943277 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.943277 5 -4.21405 -5.77252 0.943277 Data Record #2 =========================================================================== Step = 6 Time = 0.3 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Forces 1 3.19449 12.8876 23.3034 2 -3.19458 -12.8866 -23.3032 4 1.52656e-012 9.02056e-013 0 5 -1.0365e-012 2.18792e-012 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 433.163 -182.932 42.584 2 -122.047 181.224 -84.2818 4 -5.75853e-028 9.74521e-028 -1.37867e-012 5 0 0 1.02711e-011 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 4.90059e-013 3.08998e-012 0 2 0 0 0 3 1.52656e-012 9.02056e-013 0 Data Record #6 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 7 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397998 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653386e+007 1.148537e+000 0.000000e+000 energy 3.918169e+002 1.038378e-001 3.918169e+001 displacement 2.321009e+001 2.321009e+001 2.321009e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397998 2 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653386e+007 3.708507e-004 0.000000e+000 energy 3.918169e+002 6.411193e-005 3.918169e+001 displacement 2.321009e+001 1.118185e-002 2.274369e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.820097e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.362725e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -0.943789 -6.18576 1.07199 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.07199 5 -4.20261 -5.69637 1.07199 Data Record #2 =========================================================================== Step = 7 Time = 0.35 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Forces 1 4.45545 17.7648 32.5317 2 -4.4553 -17.764 -32.5317 4 -1.94289e-012 1.61329e-012 -2.22045e-012 5 1.7022e-012 -3.41741e-012 2.22045e-012 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 600.576 -256.606 59.021 2 -172.284 254.188 -116.358 4 -2.20062e-012 3.30479e-013 2.16565e-012 5 0 0 -5.9747e-012 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -2.40693e-013 -1.80411e-012 0 2 0 0 0 3 -1.94289e-012 1.61329e-012 -2.22045e-012 Data Record #6 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 8 : 0.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397998 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653484e+007 2.363940e+000 0.000000e+000 energy 3.978081e+002 2.434290e-001 3.978081e+001 displacement 2.223937e+001 2.223937e+001 2.223937e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397890 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653484e+007 1.523851e-003 0.000000e+000 energy 3.978081e+002 1.326766e-004 3.978081e+001 displacement 2.223937e+001 1.558300e-002 2.160780e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397926 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653484e+007 1.181527e-007 0.000000e+000 energy 3.978081e+002 2.408566e-008 3.978081e+001 displacement 2.223937e+001 7.661821e-006 2.160478e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.013954e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.493003e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -0.930616 -6.10987 1.2007 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.2007 5 -4.19118 -5.62021 1.2007 Data Record #2 =========================================================================== Step = 8 Time = 0.4 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Forces 1 6.12049 24.2912 44.9643 2 -6.12049 -24.2912 -44.9643 4 -2.91434e-012 1.92554e-012 0 5 3.24719e-012 6.07153e-014 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 825.192 -356.325 81.8173 2 -240.275 353.779 -160.06 4 -1.22922e-027 -1.86045e-027 3.1749e-012 5 0 0 6.611e-012 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 3.3285e-013 1.98626e-012 0 2 0 0 0 3 -2.91434e-012 1.92554e-012 0 Data Record #6 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 9 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397926 1 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653549e+007 2.734862e+000 0.000000e+000 energy 4.010768e+002 2.782768e-001 4.010768e+001 displacement 2.093382e+001 2.093382e+001 2.093382e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397746 2 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653549e+007 1.643612e-003 0.000000e+000 energy 4.010768e+002 1.816316e-004 4.010768e+001 displacement 2.093382e+001 1.719955e-002 2.012698e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397746 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653549e+007 4.012101e-009 0.000000e+000 energy 4.010768e+002 1.238026e-008 4.010768e+001 displacement 2.093382e+001 1.991370e-006 2.012092e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.256968e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.918018e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -0.917442 -6.03398 1.32942 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.32942 5 -4.17974 -5.54406 1.32942 Data Record #2 =========================================================================== Step = 9 Time = 0.45 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Forces 1 8.18552 32.627 60.8166 2 -8.18552 -32.627 -60.8166 4 3.747e-012 -7.73687e-012 0 5 -4.3406e-012 -5.3603e-012 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 1110.99 -483.262 111.996 2 -326.241 481.991 -216.936 4 -7.3089e-028 2.392e-027 -3.54314e-012 5 0 0 -1.39753e-011 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -5.93601e-013 -4.21538e-012 0 2 0 8.88178e-012 0 3 3.747e-012 1.14492e-012 0 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397746 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653613e+007 2.739344e+000 0.000000e+000 energy 4.038148e+002 2.591386e-001 4.038148e+001 displacement 1.931979e+001 1.931979e+001 1.931979e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397566 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653613e+007 1.944202e-003 0.000000e+000 energy 4.038148e+002 1.980385e-004 4.038148e+001 displacement 1.931979e+001 1.776560e-002 1.846320e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397566 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653613e+007 1.344128e-009 0.000000e+000 energy 4.038148e+002 6.926579e-009 4.038148e+001 displacement 1.931979e+001 1.485825e-006 1.845733e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.211484e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.167780e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -0.904269 -5.95809 1.45813 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.45813 5 -4.1683 -5.46791 1.45813 Data Record #2 =========================================================================== Step = 10 Time = 0.5 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Forces 1 10.6044 42.7224 79.8652 2 -10.6044 -42.7224 -79.8652 4 1.38778e-012 -7.21645e-012 0 5 -1.40784e-012 -2.086e-012 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 1454.34 -635.096 149.583 2 -427.603 636.92 -286.887 4 -1.06311e-027 8.85928e-028 -1.12753e-012 5 0 0 -1.37556e-012 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -2.00577e-014 -4.2067e-013 0 2 0 8.88178e-012 0 3 1.38778e-012 1.66533e-012 0 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397566 1 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653675e+007 3.050023e+000 0.000000e+000 energy 4.059520e+002 2.322498e-001 4.059520e+001 displacement 1.761847e+001 1.761847e+001 1.761847e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397566 2 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653675e+007 1.515434e-003 0.000000e+000 energy 4.059520e+002 1.558115e-004 4.059520e+001 displacement 1.761847e+001 1.815592e-002 1.680775e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397566 3 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653675e+007 5.958819e-008 0.000000e+000 energy 4.059520e+002 5.193599e-009 4.059520e+001 displacement 1.761847e+001 1.156949e-006 1.680176e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.414854e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.054018e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -0.891096 -5.8822 1.58684 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.58684 5 -4.15687 -5.39176 1.58684 Data Record #2 =========================================================================== Step = 11 Time = 0.55 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Forces 1 13.3236 54.4234 101.729 2 -13.3236 -54.4234 -101.729 4 5.55112e-013 -6.9042e-012 0 5 -1.6263e-015 1.39212e-012 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 1848.46 -808.374 194.013 2 -541.224 815.176 -368.863 4 -1.26245e-027 3.54371e-028 -2.55821e-013 5 0 0 1.12102e-011 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 5.53485e-013 3.3697e-012 0 2 0 8.88178e-012 0 3 5.55112e-013 1.97758e-012 0 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397566 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653735e+007 2.679467e+000 0.000000e+000 energy 4.075897e+002 1.932910e-001 4.075897e+001 displacement 1.605436e+001 1.605436e+001 1.605436e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397386 2 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653735e+007 1.768662e-003 0.000000e+000 energy 4.075897e+002 1.595900e-004 4.075897e+001 displacement 1.605436e+001 1.512005e-002 1.539857e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397386 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653735e+007 1.142068e-009 0.000000e+000 energy 4.075897e+002 5.381700e-009 4.075897e+001 displacement 1.605436e+001 1.258891e-006 1.539325e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.248228e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.002225e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -0.877923 -5.80631 1.71555 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.71555 5 -4.14543 -5.31561 1.71555 Data Record #2 =========================================================================== Step = 12 Time = 0.6 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Forces 1 16.2571 67.375 125.685 2 -16.2571 -67.375 -125.685 4 -1.66533e-012 -6.38378e-012 0 5 2.79236e-012 4.66207e-012 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 2280.52 -997.174 243.865 2 -662.72 1010.55 -460.297 4 -1.59467e-027 -1.06311e-027 2.02225e-012 5 0 0 2.37959e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 1.12703e-012 7.16007e-012 0 2 0 8.88178e-012 0 3 -1.66533e-012 2.498e-012 0 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397386 1 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653794e+007 2.162277e+000 0.000000e+000 energy 4.091517e+002 1.220834e-001 4.091517e+001 displacement 1.479984e+001 1.479984e+001 1.479984e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397206 2 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653794e+007 1.389128e-003 0.000000e+000 energy 4.091517e+002 1.143303e-004 4.091517e+001 displacement 1.479984e+001 9.468821e-003 1.434203e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397206 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653794e+007 1.594851e-008 0.000000e+000 energy 4.091517e+002 3.167184e-009 4.091517e+001 displacement 1.479984e+001 8.791262e-007 1.433822e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.832225e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.081727e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -0.86475 -5.73042 1.84427 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.84427 5 -4.13399 -5.23945 1.84427 Data Record #2 =========================================================================== Step = 13 Time = 0.65 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Forces 1 19.3314 81.2315 151.095 2 -19.3314 -81.2315 -151.095 4 3.60822e-012 1.9082e-012 0 5 -3.40873e-012 -9.45424e-013 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 2739.04 -1196.44 297.718 2 -788.909 1217.68 -558.645 4 -1.21815e-027 2.30341e-027 -3.292e-012 5 0 0 3.22306e-012 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 1.99493e-013 9.62772e-013 0 2 0 0 0 3 3.60822e-012 1.9082e-012 0 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397206 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653908e+007 1.455571e+000 0.000000e+000 energy 4.113129e+002 9.400790e-002 4.113129e+001 displacement 1.393784e+001 1.393784e+001 1.393784e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397026 2 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653908e+007 4.279148e-004 0.000000e+000 energy 4.113129e+002 5.609517e-005 4.113129e+001 displacement 1.393784e+001 4.337080e-003 1.365479e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.815768e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.576224e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -0.851577 -5.65452 1.97298 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 1.97298 5 -4.12256 -5.1633 1.97298 Data Record #2 =========================================================================== Step = 14 Time = 0.7 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Forces 1 22.4762 95.6313 177.323 2 -22.4727 -95.6506 -177.333 4 2.77556e-012 -6.62664e-012 0 5 -2.00144e-012 2.498e-012 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 3212.62 -1401.39 354.122 2 -917.23 1431.46 -661.415 4 -1.43963e-027 1.77186e-027 -2.41513e-012 5 0 0 1.58093e-011 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 7.7412e-013 4.75314e-012 0 2 0 8.88178e-012 0 3 2.77556e-012 2.25514e-012 0 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397026 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654139e+007 9.883645e-001 0.000000e+000 energy 4.150068e+002 5.565298e-002 4.150068e+001 displacement 1.341887e+001 1.341887e+001 1.341887e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397026 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654139e+007 2.962219e-004 0.000000e+000 energy 4.150068e+002 2.620315e-005 4.150068e+001 displacement 1.341887e+001 1.838222e-003 1.324780e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.495413e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.064329e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -0.838404 -5.57863 2.10169 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.10169 5 -4.11112 -5.08715 2.10169 Data Record #2 =========================================================================== Step = 15 Time = 0.75 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Forces 1 25.6449 110.311 203.934 2 -25.6424 -110.323 -203.943 4 -8.32667e-013 -5.93275e-012 0 5 8.76035e-013 -3.09214e-012 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 3693.5 -1608.89 411.996 2 -1046.02 1648.35 -766.328 4 -1.8826e-027 -5.31557e-028 1.26415e-012 5 0 0 -4.435e-013 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 4.33681e-014 -1.43115e-013 0 2 0 8.88178e-012 0 3 -8.32667e-013 2.94903e-012 0 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 397026 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654289e+007 5.893364e-001 0.000000e+000 energy 4.179041e+002 2.495929e-002 4.179041e+001 displacement 1.309908e+001 1.309908e+001 1.309908e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396882 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654289e+007 9.571445e-005 0.000000e+000 energy 4.179041e+002 1.092350e-005 4.179041e+001 displacement 1.309908e+001 9.241127e-004 1.299588e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.115831e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.464313e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -0.825231 -5.50274 2.23041 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.23041 5 -4.09969 -5.011 2.23041 Data Record #2 =========================================================================== Step = 16 Time = 0.8 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Forces 1 28.8109 125.118 230.678 2 -28.8101 -125.124 -230.682 4 6.93889e-012 -6.93889e-012 -4.44089e-012 5 -5.21393e-012 9.08128e-012 4.44089e-012 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 4177.14 -1817.08 470.683 2 -1174.61 1866.34 -872.441 4 -4.40124e-012 6.60959e-013 -6.58776e-012 5 0 0 3.66328e-011 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.72497e-012 1.10242e-011 0 2 0 8.88178e-012 0 3 6.93889e-012 1.94289e-012 -4.44089e-012 Data Record #6 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 17 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396882 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654529e+007 3.971828e-001 0.000000e+000 energy 4.222535e+002 3.069711e-002 4.222535e+001 displacement 1.290374e+001 1.290374e+001 1.290374e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396702 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654529e+007 4.136812e-005 0.000000e+000 energy 4.222535e+002 5.105985e-006 4.222535e+001 displacement 1.290374e+001 5.837613e-004 1.283673e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.536578e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.422225e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -0.812058 -5.42685 2.35912 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.35912 5 -4.08825 -4.93485 2.35912 Data Record #2 =========================================================================== Step = 17 Time = 0.85 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Forces 1 31.9611 139.959 257.41 2 -31.961 -139.96 -257.411 4 -3.88578e-012 -5.10009e-012 0 5 5.07623e-012 3.66027e-012 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 4660.87 -2024.89 529.73 2 -1302.6 2084.24 -978.983 4 -2.41415e-027 -2.4806e-027 4.41393e-012 5 0 0 2.4742e-011 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 1.19045e-012 7.44196e-012 0 2 0 8.88178e-012 0 3 -3.88578e-012 3.7817e-012 0 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396702 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654782e+007 2.791498e-001 0.000000e+000 energy 4.262332e+002 3.181837e-002 4.262332e+001 displacement 1.277585e+001 1.277585e+001 1.277585e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396486 2 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654782e+007 1.559444e-006 0.000000e+000 energy 4.262332e+002 1.782068e-006 4.262332e+001 displacement 1.277585e+001 4.517097e-004 1.272630e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.004571e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.891352e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -0.798885 -5.35096 2.48783 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.48783 5 -4.07681 -4.85869 2.48783 Data Record #2 =========================================================================== Step = 18 Time = 0.9 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Forces 1 35.0879 154.779 284.046 2 -35.0879 -154.78 -284.047 4 2.498e-012 -5.89806e-012 0 5 -9.30245e-013 6.93889e-012 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 5143.19 -2231.73 588.881 2 -1429.83 2301.37 -1085.54 4 -1.90474e-027 1.59467e-027 -2.03161e-012 5 0 0 3.29798e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 1.56776e-012 9.92262e-012 0 2 0 8.88178e-012 0 3 2.498e-012 2.98372e-012 0 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396486 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654944e+007 1.565989e-001 0.000000e+000 energy 4.284654e+002 2.732941e-002 4.284654e+001 displacement 1.268386e+001 1.268386e+001 1.268386e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396486 2 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.654944e+007 8.156505e-006 0.000000e+000 energy 4.284654e+002 9.535537e-007 4.284654e+001 displacement 1.268386e+001 3.344595e-004 1.265055e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.681371e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.908021e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -0.785712 -5.27507 2.61654 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.61654 5 -4.06538 -4.78254 2.61654 Data Record #2 =========================================================================== Step = 19 Time = 0.95 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Forces 1 38.1866 169.544 310.535 2 -38.1867 -169.544 -310.536 4 -1.11022e-012 -5.13478e-012 0 5 6.42932e-013 -7.3986e-012 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 5623.15 -2437.21 647.963 2 -1556.17 2517.28 -1191.79 4 -2.392e-027 -7.08742e-028 1.65799e-012 5 0 0 -1.20833e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -4.67291e-013 -3.65159e-012 0 2 0 8.88178e-012 0 3 -1.11022e-012 3.747e-012 0 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396486 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.655160e+007 1.476635e-001 0.000000e+000 energy 4.312693e+002 3.034122e-002 4.312693e+001 displacement 1.261851e+001 1.261851e+001 1.261851e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 396342 2 Nonlinear solution status: time= 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 2.655160e+007 9.884934e-006 0.000000e+000 energy 4.312693e+002 6.976690e-007 4.312693e+001 displacement 1.261851e+001 2.705622e-004 1.259247e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.099804e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.468992e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -0.772539 -5.19918 2.74526 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 2.74526 5 -4.05394 -4.70639 2.74526 Data Record #2 =========================================================================== Step = 20 Time = 1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 20 Time = 1 Data = Reaction_Forces 1 41.2547 184.238 336.854 2 -41.2548 -184.238 -336.854 4 -1.94289e-012 -4.85723e-012 0 5 3.37837e-012 4.96131e-012 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 6100.32 -2641.17 706.91 2 -1681.55 2731.78 -1297.64 4 -2.56919e-027 -1.2403e-027 2.52453e-012 5 0 0 2.9874e-011 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.43548e-012 8.98587e-012 0 2 0 8.88178e-012 0 3 -1.94289e-012 4.02456e-012 0 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 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 .................... : 20 Total number of equilibrium iterations ............ : 46 Average number of equilibrium iterations .......... : 2.3 Total number of right hand evaluations ............ : 66 Total number of stiffness reformations ............ : 46 Time in linear solver: 0:00:08 Elapsed time : 0:01:07 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (0.808 sec) Initialization time ............. : 0:00:00 (0.062 sec) Solve time ...................... : 0:01:07 (67.36 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0.325 sec) reforming stiffness .......... : 0:00:05 (5.083 sec) evaluating stiffness ......... : 0:00:07 (7.45 sec) evaluating residual .......... : 0:00:00 (0.479 sec) model update ................. : 0:00:45 (44.674 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:08 (8.288 sec) Total elapsed time .............. : 0:01:08 (68.23 sec) N O R M A L T E R M I N A T I O N