=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_tension.feb Plot file : FeBio_custom_tension.xplt Log file : FeBio_custom_tension.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 90252 Number of solid elements ....................... : 210846 Number of shell elements ....................... : 96306 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 .................................... : -2.66,17.5,6.47 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,-15.35 --------------------------------------------------------------------------- 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 .......................................... : -0.252648,0.541853,0.801601 a ............................................... : -0.252648,0.541853,0.801601 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,6.47 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.682434,17.2745,6.47 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -2.66, 17.5, 6.47 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 : 0.385, 12.8662, -15.35 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 : 0.385, 12.8662, 6.47 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 : 0.682434, 17.2745, 6.47 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4861440 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 2.524707e+007 1.355611e-002 0.000000e+000 energy 6.922888e+002 4.595585e-002 6.922888e+001 displacement 4.266869e+002 4.266869e+002 4.266869e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4860504 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 2.524707e+007 7.905547e-005 0.000000e+000 energy 6.922888e+002 2.039252e-005 6.922888e+001 displacement 4.266869e+002 4.558780e-002 4.215886e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.326468e-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 : 3.903132e-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 : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -2.6979 17.5813 6.59024 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.59024 5 0.687722 17.3528 6.59024 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 -1.0432 1.62912 2.503 2 1.04417 -1.62865 -2.50283 4 -3.90313e-013 5.42101e-016 0 5 5.61075e-013 2.31965e-012 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -64.3415 13.8076 -36.1656 2 88.2715 1.37769 36.2903 4 4.81482e-031 3.46667e-028 1.72077e-012 5 0 0 -7.7936e-012 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 1.70762e-013 2.32019e-012 0 2 0 0 0 3 -3.90313e-013 5.42101e-016 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4860576 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 2.524706e+007 2.608344e-002 0.000000e+000 energy 6.923141e+002 5.073132e-002 6.923141e+001 displacement 4.169652e+002 4.169652e+002 4.169652e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4859640 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 2.524706e+007 2.422670e-004 0.000000e+000 energy 6.923141e+002 7.070942e-005 6.923141e+001 displacement 4.169652e+002 1.764979e-001 4.079374e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.652936e-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 : 3.208359e-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 : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -2.73579 17.6626 6.71048 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.71048 5 0.693009 17.4312 6.71048 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 -2.25261 3.4927 5.40276 2 2.25502 -3.49675 -5.41208 4 3.1225e-013 -7.37257e-014 0 5 2.92735e-014 4.71411e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -139.455 30.0603 -78.2872 2 190.918 2.77979 78.47 4 -6.54816e-029 -2.77334e-028 -1.39842e-012 5 0 0 -1.55872e-011 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 3.41524e-013 4.64039e-012 0 2 0 0 0 3 3.1225e-013 -7.37257e-014 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4859640 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 2.524699e+007 6.784851e-002 0.000000e+000 energy 6.919503e+002 8.782232e-002 6.919503e+001 displacement 3.973436e+002 3.973436e+002 3.973436e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4859424 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 2.524699e+007 3.161894e-004 0.000000e+000 energy 6.919503e+002 1.255638e-004 6.919503e+001 displacement 3.973436e+002 2.567709e-001 3.862643e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.270580e-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 : 1.012438e-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 -2.77369 17.7438 6.83072 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.83072 5 0.698297 17.5096 6.83072 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 -3.7407 5.8199 9.07301 2 3.74665 -5.83271 -9.09318 4 -6.93889e-014 -7.37257e-014 0 5 6.00648e-013 7.32487e-012 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -235.13 50.3766 -130.387 2 320.664 3.94134 130.728 4 -6.54816e-029 6.16298e-029 2.83957e-013 5 0 0 -2.43563e-011 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 5.31259e-013 7.25114e-012 0 2 0 0 0 3 -6.93889e-014 -7.37257e-014 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4859316 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 2.524692e+007 9.981169e-002 0.000000e+000 energy 6.920037e+002 1.191389e-001 6.920037e+001 displacement 3.748769e+002 3.748769e+002 3.748769e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4859100 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 2.524692e+007 1.094595e-004 0.000000e+000 energy 6.920037e+002 8.090709e-005 6.920037e+001 displacement 3.748769e+002 1.957897e-001 3.650219e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.305872e-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 : 6.416718e-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 : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -2.81159 17.8251 6.95096 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.95096 5 0.703584 17.5879 6.95096 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 -5.6984 8.92423 14.0223 2 5.69884 -8.92766 -14.0243 4 6.245e-013 -1.47451e-013 0 5 5.85469e-014 9.42822e-012 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -364.595 77.8242 -199.375 2 494.16 4.43751 199.665 4 -1.30963e-028 -5.54668e-028 -2.79683e-012 5 0 0 -3.11744e-011 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 6.83047e-013 9.28077e-012 0 2 0 0 0 3 6.245e-013 -1.47451e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4859172 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 2.524694e+007 1.732445e-001 0.000000e+000 energy 6.939726e+002 1.532958e-001 6.939726e+001 displacement 3.559360e+002 3.559360e+002 3.559360e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4858632 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 2.524694e+007 1.049555e-004 0.000000e+000 energy 6.939726e+002 7.371917e-005 6.939726e+001 displacement 3.559360e+002 1.242739e-001 3.486659e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.191494e-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 : 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 : 2.841189e-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 : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -2.84949 17.9064 7.0712 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.0712 5 0.708871 17.6663 7.0712 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 -8.37532 13.2454 20.9381 2 8.3757 -13.2449 -20.9353 4 2.42861e-013 -1.47451e-013 0 5 6.31006e-013 1.20303e-011 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -545.452 116.71 -294.463 2 736.779 3.37936 295.085 4 -1.30963e-028 -2.15704e-028 -1.11446e-012 5 0 0 -3.99147e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 8.73867e-013 1.18829e-011 0 2 0 0 0 3 2.42861e-013 -1.47451e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4858632 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 2.524710e+007 4.024819e-001 0.000000e+000 energy 6.986633e+002 2.160937e-001 6.986633e+001 displacement 3.419549e+002 3.419549e+002 3.419549e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4857480 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 2.524710e+007 3.388728e-004 0.000000e+000 energy 6.986633e+002 1.226660e-004 6.986633e+001 displacement 3.419549e+002 1.248485e-001 3.363451e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.422832e-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 : 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 : 9.963057e-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 : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -2.88738 17.9877 7.19144 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.19144 5 0.714159 17.7447 7.19144 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 -12.0802 19.3518 30.6998 2 12.0817 -19.3567 -30.6975 4 9.71445e-013 -2.21177e-013 0 5 7.15573e-014 1.44112e-011 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -799.961 172.644 -427.124 2 1078.82 -0.738932 428.599 4 -1.96445e-028 -8.62817e-028 -4.34819e-012 5 0 0 -4.76645e-011 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 1.043e-012 1.419e-011 0 2 0 0 0 3 9.71445e-013 -2.21177e-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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4857408 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 2.524748e+007 8.132599e-001 0.000000e+000 energy 7.055403e+002 2.702023e-001 7.055403e+001 displacement 3.312275e+002 3.312275e+002 3.312275e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4857048 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 2.524748e+007 8.510307e-004 0.000000e+000 energy 7.055403e+002 2.546060e-004 7.055403e+001 displacement 3.312275e+002 1.335026e-001 3.264445e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.655931e-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 : 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 : 6.625105e-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 : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -2.92528 18.0689 7.31168 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.31168 5 0.719446 17.823 7.31168 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 -17.094 27.8471 44.1778 2 17.1003 -27.8493 -44.1696 4 6.245e-013 -2.21177e-013 0 5 5.91974e-013 1.67357e-011 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -1149.54 250.974 -607.954 2 1550.34 -9.67133 611.288 4 -1.96445e-028 -5.54668e-028 -2.81876e-012 5 0 0 -5.54732e-011 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 1.21647e-012 1.65146e-011 0 2 0 0 0 3 6.245e-013 -2.21177e-013 0 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4857012 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 2.524826e+007 1.316175e+000 0.000000e+000 energy 7.142690e+002 2.569666e-001 7.142690e+001 displacement 3.220981e+002 3.220981e+002 3.220981e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4856868 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 2.524826e+007 1.628429e-003 0.000000e+000 energy 7.142690e+002 3.421632e-004 7.142690e+001 displacement 3.220981e+002 1.329173e-001 3.186269e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4856904 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 2.524826e+007 1.191207e-007 0.000000e+000 energy 7.142690e+002 2.869566e-008 7.142690e+001 displacement 3.220981e+002 3.411080e-005 3.186199e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.888998e-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 : 5.551115e-017 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 : 2.387849e-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 -2.96318 18.1502 7.43192 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.43192 5 0.724734 17.9014 7.43192 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 -23.6143 39.1719 61.9562 2 23.6143 -39.1718 -61.9562 4 1.80411e-012 -3.68629e-013 0 5 -9.73614e-013 1.92077e-011 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -1607.98 355.033 -844.032 2 2173.01 -24.4941 850.408 4 -3.27408e-028 -2.09541e-027 -1.05098e-011 5 0 0 -6.32809e-011 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 1.38561e-012 1.88391e-011 0 2 5.55112e-013 0 0 3 2.35922e-012 -3.68629e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4856904 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 2.525000e+007 1.566759e+000 0.000000e+000 energy 7.269782e+002 2.329049e-001 7.269782e+001 displacement 3.154185e+002 3.154185e+002 3.154185e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4856148 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 2.525000e+007 1.485087e-003 0.000000e+000 energy 7.269782e+002 3.187826e-004 7.269782e+001 displacement 3.154185e+002 9.446426e-002 3.127420e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4856076 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 2.525000e+007 1.453308e-008 0.000000e+000 energy 7.269782e+002 1.462084e-008 7.269782e+001 displacement 3.154185e+002 2.183691e-005 3.127237e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.122066e-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 : 5.551115e-017 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 : 2.045765e-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 -3.00107 18.2315 7.55216 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.55216 5 0.730021 17.9798 7.55216 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 -31.5212 53.3011 83.851 2 31.5212 -53.3012 -83.851 4 1.45717e-012 -3.68629e-013 0 5 -4.57533e-013 2.15323e-011 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -2169.85 481.685 -1130.52 2 2940.67 -43.7071 1141.88 4 -3.27408e-028 -1.78726e-027 -8.98033e-012 5 0 0 -7.10887e-011 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 1.55475e-012 2.11636e-011 0 2 5.55112e-013 0 0 3 2.01228e-012 -3.68629e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4856076 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 2.525194e+007 1.370000e+000 0.000000e+000 energy 7.390843e+002 1.501076e-001 7.390843e+001 displacement 3.108373e+002 3.108373e+002 3.108373e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4855644 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 2.525194e+007 1.100866e-003 0.000000e+000 energy 7.390843e+002 2.677329e-004 7.390843e+001 displacement 3.108373e+002 7.927831e-002 3.109029e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4855608 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 2.525194e+007 2.488805e-008 0.000000e+000 energy 7.390843e+002 9.590743e-009 7.390843e+001 displacement 3.108373e+002 1.107765e-005 3.108976e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.191845e-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 : 5.551115e-017 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 : 7.911556e-017 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 -3.03897 18.3128 7.6724 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.6724 5 0.735308 18.0581 7.6724 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 -40.5587 69.805 109.164 2 40.5587 -69.8051 -109.164 4 -1.31839e-012 -2.08167e-013 0 5 1.04083e-013 -1.1692e-011 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -2817.72 624.58 -1456.94 2 3830.23 -64.5956 1475.04 4 -1.84889e-028 6.77927e-028 3.30283e-012 5 0 0 3.99243e-011 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -6.59195e-013 -1.19002e-011 0 2 5.55112e-013 0 0 3 -7.63278e-013 -2.08167e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4855608 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 2.525386e+007 1.195498e+000 0.000000e+000 energy 7.517478e+002 8.319211e-003 7.517478e+001 displacement 3.122359e+002 3.122359e+002 3.122359e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4855032 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 2.525386e+007 1.181361e-003 0.000000e+000 energy 7.517478e+002 2.508497e-004 7.517478e+001 displacement 3.122359e+002 9.345096e-002 3.159251e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854852 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 2.525386e+007 5.726787e-008 0.000000e+000 energy 7.517478e+002 1.249895e-008 7.517478e+001 displacement 3.122359e+002 1.220081e-005 3.159738e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.587985e-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 : 5.551115e-017 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 : 2.860979e-017 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 -3.07687 18.3941 7.79264 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.79264 5 0.740596 18.1365 7.79264 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 -50.4975 88.2835 137.282 2 50.4976 -88.2835 -137.282 4 -6.245e-013 -2.77556e-013 0 5 -4.16334e-013 -9.29812e-012 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -3536.2 778.621 -1814.12 2 4820.44 -85.2277 1840.61 4 -2.46519e-028 6.16298e-029 2.23331e-013 5 0 0 3.21156e-011 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -4.85723e-013 -9.57567e-012 0 2 5.55112e-013 0 0 3 -6.93889e-014 -2.77556e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854852 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 2.525614e+007 1.294808e+000 0.000000e+000 energy 7.703425e+002 1.784137e-001 7.703425e+001 displacement 3.209456e+002 3.209456e+002 3.209456e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854492 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 2.525614e+007 1.324206e-003 0.000000e+000 energy 7.703425e+002 2.745828e-004 7.703425e+001 displacement 3.209456e+002 1.103873e-001 3.275015e-002 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854564 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 2.525614e+007 5.263665e-008 0.000000e+000 energy 7.703425e+002 1.969784e-008 7.703425e+001 displacement 3.209456e+002 1.657652e-005 3.275888e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.014668e-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 : 5.003708e-017 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 -3.11477 18.4753 7.91288 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.91288 5 0.745883 18.2149 7.91288 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 -61.1253 108.353 167.638 2 61.1253 -108.353 -167.638 4 -4.16334e-013 -2.77556e-013 0 5 1.17094e-013 -6.73073e-012 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -4310.84 939.836 -2193.96 2 5891.13 -104.577 2230.31 4 -2.46519e-028 3.69779e-028 1.75276e-012 5 0 0 2.34922e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -2.9924e-013 -7.00828e-012 0 2 0 0 0 3 -4.16334e-013 -2.77556e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854564 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 2.525981e+007 9.484029e-001 0.000000e+000 energy 7.968544e+002 1.995326e-001 7.968544e+001 displacement 3.342926e+002 3.342926e+002 3.342926e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854420 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 2.525981e+007 8.970076e-004 0.000000e+000 energy 7.968544e+002 1.736328e-004 7.968544e+001 displacement 3.342926e+002 5.575192e-002 3.398812e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.650760e-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 : 5.551115e-017 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 : 8.804897e-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 : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -3.15266 18.5566 8.03312 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.03312 5 0.75117 18.2932 8.03312 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 -72.1096 129.358 199.293 2 72.1305 -129.351 -199.279 4 -1.38778e-012 -2.86229e-013 0 5 7.069e-013 -4.36283e-012 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -5118.42 1104.06 -2585.24 2 7008.46 -122.4 2632.84 4 -2.54223e-028 7.39557e-028 3.5855e-012 5 0 0 1.55675e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -1.25767e-013 -4.64906e-012 0 2 5.55112e-013 0 0 3 -8.32667e-013 -2.86229e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854528 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 2.526338e+007 5.197339e-001 0.000000e+000 energy 8.215683e+002 1.295097e-001 8.215683e+001 displacement 3.451515e+002 3.451515e+002 3.451515e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854168 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 2.526338e+007 4.076688e-004 0.000000e+000 energy 8.215683e+002 8.602712e-005 8.215683e+001 displacement 3.451515e+002 2.566031e-002 3.491523e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.359622e-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 : 5.551115e-017 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 : 1.776750e-015 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 -3.19056 18.6379 8.15336 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.15336 5 0.756458 18.3716 8.15336 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 -83.2593 150.713 231.44 2 83.2709 -150.707 -231.433 4 -6.93889e-013 -3.46945e-013 1.77636e-011 5 1.82146e-013 -2.01228e-012 -1.77636e-011 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -5938.98 1268.53 -2981.16 2 8145.02 -138.886 3039.65 4 7.83068e-011 -5.2835e-012 5.08578e-013 5 0 0 7.87577e-012 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 4.33681e-014 -2.35922e-012 0 2 5.55112e-013 0 0 3 -1.38778e-013 -3.46945e-013 1.77636e-011 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854276 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 2.526599e+007 3.344089e-001 0.000000e+000 energy 8.385552e+002 1.203474e-001 8.385552e+001 displacement 3.528033e+002 3.528033e+002 3.528033e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854240 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 2.526599e+007 1.818338e-004 0.000000e+000 energy 8.385552e+002 3.241037e-005 8.385552e+001 displacement 3.528033e+002 1.231295e-002 3.556850e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.125036e-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 : 5.551115e-017 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 : 6.991280e-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 : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -3.22846 18.7192 8.2736 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.2736 5 0.761745 18.4499 8.2736 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 -94.4094 172.155 263.696 2 94.417 -172.148 -263.687 4 0 -4.25007e-013 0 5 -3.42608e-013 4.25007e-013 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -6762.71 1431.94 -3376.6 2 9285.83 -154.276 3446.19 4 -3.77482e-028 -4.93038e-028 -2.5735e-012 5 0 0 -4.79238e-014 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 2.12504e-013 0 0 2 5.55112e-013 0 0 3 5.55112e-013 -4.25007e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4854240 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 2.526826e+007 1.932321e-001 0.000000e+000 energy 8.530614e+002 1.104586e-001 8.530614e+001 displacement 3.583206e+002 3.583206e+002 3.583206e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4853808 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 2.526826e+007 1.036360e-004 0.000000e+000 energy 8.530614e+002 1.243602e-005 8.530614e+001 displacement 3.583206e+002 6.043897e-003 3.604022e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.322137e-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 : 5.551115e-017 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 : 1.776940e-015 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 -3.26635 18.8004 8.39384 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.39384 5 0.767033 18.5283 8.39384 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 -105.497 193.527 295.824 2 105.503 -193.523 -295.82 4 -4.16334e-013 -4.33681e-013 1.77636e-011 5 2.47198e-013 2.72352e-012 -1.77636e-011 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -7583.57 1593.68 -3769.52 2 10422.9 -168.785 3850.19 4 7.83068e-011 -5.2835e-012 -7.40763e-013 5 0 0 -7.74067e-012 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 3.85976e-013 2.28983e-012 0 2 5.55112e-013 0 0 3 1.38778e-013 -4.33681e-013 1.77636e-011 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4853772 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 2.526998e+007 1.163481e-001 0.000000e+000 energy 8.654713e+002 7.947347e-002 8.654713e+001 displacement 3.622741e+002 3.622741e+002 3.622741e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4853412 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 2.526998e+007 2.177400e-005 0.000000e+000 energy 8.654713e+002 4.457527e-006 8.654713e+001 displacement 3.622741e+002 3.342277e-003 3.638387e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.613190e-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 : 5.551115e-017 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 : 1.093977e-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 -3.30425 18.8817 8.51408 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.51408 5 0.77232 18.6067 8.51408 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 -116.487 214.747 327.708 2 116.49 -214.746 -327.707 4 4.16334e-013 -5.0307e-013 0 5 -4.16334e-013 5.08274e-012 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -8398.49 1753.47 -4158.78 2 11551.8 -182.54 4250.35 4 -4.46816e-028 -8.62817e-028 -4.43203e-012 5 0 0 -1.54324e-011 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 5.55112e-013 4.57967e-012 0 2 5.55112e-013 0 0 3 9.71445e-013 -5.0307e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4853412 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 2.527115e+007 7.497631e-002 0.000000e+000 energy 8.752330e+002 7.899153e-002 8.752330e+001 displacement 3.652931e+002 3.652931e+002 3.652931e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4852872 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 2.527115e+007 1.266850e-005 0.000000e+000 energy 8.752330e+002 2.258152e-006 8.752330e+001 displacement 3.652931e+002 2.216992e-003 3.665778e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.976588e-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 : 5.551115e-017 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 : 1.777936e-015 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 -3.34215 18.963 8.63432 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.63432 5 0.777607 18.685 8.63432 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 -127.359 235.774 359.284 2 127.36 -235.773 -359.283 4 0 -5.0307e-013 1.77636e-011 5 1.69136e-013 7.44196e-012 -1.77636e-011 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -9205.77 1911.17 -4543.76 2 12670.1 -195.621 4646.06 4 7.83068e-011 -5.2835e-012 -2.59672e-012 5 0 0 -2.33561e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 7.24247e-013 6.93889e-012 0 2 5.55112e-013 0 0 3 5.55112e-013 -5.0307e-013 1.77636e-011 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4852872 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 2.527246e+007 5.582617e-002 0.000000e+000 energy 8.852969e+002 6.482343e-002 8.852969e+001 displacement 3.677804e+002 3.677804e+002 3.677804e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4853088 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 2.527246e+007 4.813352e-006 0.000000e+000 energy 8.852969e+002 1.306961e-006 8.852969e+001 displacement 3.677804e+002 1.598676e-003 3.688685e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.272289e-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 : 5.551115e-017 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 : 1.373940e-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 -3.38005 19.0443 8.75456 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.75456 5 0.782895 18.7634 8.75456 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 -138.103 256.579 390.515 2 138.104 -256.579 -390.514 4 6.93889e-013 -5.72459e-013 0 5 -3.51282e-013 9.80119e-012 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -10004.5 2066.72 -4924.13 2 13776.5 -208.078 5036.95 4 -5.08446e-028 -1.10934e-027 -5.67621e-012 5 0 0 -3.10489e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 8.97719e-013 9.22873e-012 0 2 5.55112e-013 0 0 3 1.249e-012 -5.72459e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4853088 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 2.527385e+007 3.851667e-002 0.000000e+000 energy 8.951827e+002 5.481638e-002 8.951827e+001 displacement 3.699057e+002 3.699057e+002 3.699057e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4851936 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 2.527385e+007 3.101404e-006 0.000000e+000 energy 8.951827e+002 8.273643e-007 8.951827e+001 displacement 3.699057e+002 1.203563e-003 3.708377e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.163696e-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 : 5.551115e-017 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 : 1.911997e-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 -3.41794 19.1256 8.8748 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.8748 5 0.788182 18.8418 8.8748 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 -148.716 277.151 421.38 2 148.716 -277.15 -421.379 4 1.249e-012 -6.33174e-013 0 5 -7.37257e-013 1.22211e-011 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -10794 2220.09 -5299.75 2 14870.3 -219.952 5422.88 4 -5.62372e-028 -1.60237e-027 -8.14136e-012 5 0 0 -3.89726e-011 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.06685e-012 1.1588e-011 0 2 5.55112e-013 0 0 3 1.80411e-012 -6.33174e-013 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 ............ : 45 Average number of equilibrium iterations .......... : 2.25 Total number of right hand evaluations ............ : 65 Total number of stiffness reformations ............ : 45 Time in linear solver: 0:05:35 Elapsed time : 0:10:58 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:03 (2.958 sec) Initialization time ............. : 0:00:00 (0.288 sec) Solve time ...................... : 0:10:58 (657.932 sec) IO-time (plot, dmp, data) .... : 0:00:04 (4.195 sec) reforming stiffness .......... : 0:00:51 (50.93 sec) evaluating stiffness ......... : 0:01:18 (78.374 sec) evaluating residual .......... : 0:00:07 (7.499 sec) model update ................. : 0:02:59 (179.169 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:05:35 (334.627 sec) Total elapsed time .............. : 0:11:01 (661.178 sec) N O R M A L T E R M I N A T I O N