=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 ................................ : 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 2.524706e+007 8.862251e-003 0.000000e+000 energy 6.921940e+002 1.088405e-002 6.921940e+001 displacement 4.309348e+002 4.309348e+002 4.309348e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4861512 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 2.524706e+007 2.897496e-007 0.000000e+000 energy 6.921940e+002 7.790607e-007 6.921940e+001 displacement 4.309348e+002 1.512105e-002 4.325795e-002 ........................ 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 -2.6221 17.4187 6.34976 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.34976 5 0.677147 17.1961 6.34976 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 0.955866 -1.39286 -2.14167 2 -0.954716 1.3935 2.14187 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 55.0014 -12.8054 33.103 2 -75.4896 -1.48176 -32.9144 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 ....... : 4861584 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 2.985699e-003 0.000000e+000 energy 6.917727e+002 3.768620e-004 6.917727e+001 displacement 4.310789e+002 4.310789e+002 4.310789e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4862304 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 2.870953e-009 0.000000e+000 energy 6.917727e+002 8.536786e-008 6.917727e+001 displacement 4.310789e+002 2.865320e-002 4.321210e-002 ........................ 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 -2.58421 17.3374 6.22952 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.22952 5 0.67186 17.1178 6.22952 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 1.90391 -2.80394 -4.29849 2 -1.90388 2.80396 4.29852 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 1 110.108 -25.3695 65.8207 2 -151.398 -2.95223 -65.633 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 ....... : 4862268 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 2.524714e+007 3.386594e-003 0.000000e+000 energy 6.923251e+002 3.268568e-004 6.923251e+001 displacement 4.332695e+002 4.332695e+002 4.332695e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4862232 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 2.524714e+007 3.478817e-009 0.000000e+000 energy 6.923251e+002 1.429295e-007 6.923251e+001 displacement 4.332695e+002 3.453450e-002 4.346095e-002 ........................ 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 -2.54631 17.2562 6.10928 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.10928 5 0.666572 17.0394 6.10928 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 2.86658 -4.22367 -6.46105 2 -2.8666 4.22366 6.46107 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 1 165.143 -38.0902 98.9392 2 -227.416 -4.48524 -98.7368 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 ....... : 4862124 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 2.524721e+007 3.932171e-003 0.000000e+000 energy 6.928813e+002 2.704900e-004 6.928813e+001 displacement 4.360575e+002 4.360575e+002 4.360575e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4862484 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 2.524721e+007 4.969035e-009 0.000000e+000 energy 6.928813e+002 2.477736e-007 6.928813e+001 displacement 4.360575e+002 4.148252e-002 4.377212e-002 ........................ 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 -2.50841 17.1749 5.98904 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.98904 5 0.661285 16.961 5.98904 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 3.84273 -5.65141 -8.62626 2 -3.84278 5.65139 8.62628 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 1 219.993 -50.9558 132.413 2 -303.421 -6.08547 -132.209 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 ....... : 4862484 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 2.524728e+007 4.670977e-003 0.000000e+000 energy 6.934363e+002 1.764267e-004 6.934363e+001 displacement 4.395216e+002 4.395216e+002 4.395216e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4862376 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 2.524728e+007 6.484077e-009 0.000000e+000 energy 6.934363e+002 4.145563e-007 6.934363e+001 displacement 4.395216e+002 4.945968e-002 4.415675e-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 -2.47051 17.0936 5.8688 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.8688 5 0.655998 16.8827 5.8688 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 4.83204 -7.08569 -10.7903 2 -4.8321 7.08565 10.7903 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 1 274.53 -63.9612 166.217 2 -379.265 -7.75756 -166.025 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 ....... : 4862340 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 2.524736e+007 5.677958e-003 0.000000e+000 energy 6.939889e+002 5.783809e-005 6.939889e+001 displacement 4.437876e+002 4.437876e+002 4.437876e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4863420 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 2.524736e+007 9.084913e-009 0.000000e+000 energy 6.939889e+002 6.585383e-007 6.939889e+001 displacement 4.437876e+002 5.890129e-002 4.462875e-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 -2.43262 17.0123 5.74856 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.74856 5 0.65071 16.8043 5.74856 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 5.83398 -8.52463 -12.9486 2 -5.83406 8.52458 12.9486 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 1 328.602 -77.0991 200.318 2 -454.773 -9.50602 -200.151 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 ....... : 4863456 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 2.524744e+007 7.056656e-003 0.000000e+000 energy 6.945389e+002 1.114489e-004 6.945389e+001 displacement 4.490045e+002 4.490045e+002 4.490045e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4863960 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 2.524744e+007 1.234199e-008 0.000000e+000 energy 6.945389e+002 1.016779e-006 6.945389e+001 displacement 4.490045e+002 6.978328e-002 4.520396e-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 -2.39472 16.9311 5.62832 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.62832 5 0.645423 16.7259 5.62832 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 6.8478 -9.96594 -15.0958 2 -6.84791 9.96588 15.0958 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 1 382.036 -90.3595 234.672 2 -529.743 -11.335 -234.542 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 ....... : 4863888 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 2.524752e+007 8.968842e-003 0.000000e+000 energy 6.950897e+002 4.006748e-004 6.950897e+001 displacement 4.553475e+002 4.553475e+002 4.553475e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4864464 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 2.524752e+007 1.669967e-008 0.000000e+000 energy 6.950897e+002 1.519581e-006 6.950897e+001 displacement 4.553475e+002 8.176272e-002 4.589992e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.657943e-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 : 1.118333e-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 : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -2.35682 16.8498 5.50808 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.50808 5 0.640135 16.6476 5.50808 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 7.87248 -11.4068 -17.2256 2 -7.87259 11.4068 17.2256 4 1.11022e-012 1.34441e-013 0 5 -1.10589e-013 1.64148e-011 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 434.631 -103.729 269.223 2 -603.936 -13.2478 -269.141 4 1.19408e-028 -9.86076e-028 -4.85419e-012 5 0 0 -5.55403e-011 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 9.99634e-013 1.65493e-011 0 2 0 0 0 3 1.11022e-012 1.34441e-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 ....... : 4864428 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 2.524760e+007 1.149693e-002 0.000000e+000 energy 6.956646e+002 2.050835e-004 6.956646e+001 displacement 4.629934e+002 4.629934e+002 4.629934e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4864608 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 2.524760e+007 2.202331e-008 0.000000e+000 energy 6.956646e+002 2.202779e-006 6.956646e+001 displacement 4.629934e+002 9.429659e-002 4.673348e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.424896e-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 : 1.463356e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -2.31893 16.7685 5.38784 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.38784 5 0.634848 16.5692 5.38784 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 8.90658 -12.844 -19.3308 2 -8.90672 12.8439 19.3308 4 1.45717e-012 1.34441e-013 0 5 -6.26669e-013 1.40903e-011 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 486.161 -117.189 303.903 2 -677.084 -15.2469 -303.88 4 1.19408e-028 -1.29422e-027 -6.38362e-012 5 0 0 -4.77325e-011 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 8.30499e-013 1.42247e-011 0 2 0 0 0 3 1.45717e-012 1.34441e-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 ....... : 4864428 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 2.524768e+007 1.498015e-002 0.000000e+000 energy 6.961758e+002 2.691733e-004 6.961758e+001 displacement 4.721024e+002 4.721024e+002 4.721024e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865148 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 2.524768e+007 2.834463e-008 0.000000e+000 energy 6.961758e+002 3.068099e-006 6.961758e+001 displacement 4.721024e+002 1.064582e-001 4.771963e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 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 : 4.470280e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -2.28103 16.6872 5.2676 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.2676 5 0.629561 16.4908 5.2676 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 9.94826 -14.2734 -21.4031 2 -9.94841 14.2733 21.403 4 -3.46945e-013 2.81893e-013 0 5 1.00614e-012 1.16183e-011 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 536.377 -130.718 338.623 2 -748.88 -17.3326 -338.669 4 2.50371e-028 3.08149e-028 1.61327e-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 0 0 0 3 -3.46945e-013 2.81893e-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 ....... : 4865076 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 2.524776e+007 1.965334e-002 0.000000e+000 energy 6.966730e+002 2.332419e-004 6.966730e+001 displacement 4.828068e+002 4.828068e+002 4.828068e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865328 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 2.524776e+007 3.441857e-008 0.000000e+000 energy 6.966730e+002 4.108811e-006 6.966730e+001 displacement 4.828068e+002 1.177198e-001 4.886956e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 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 : 1.197839e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -2.24313 16.6059 5.14736 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.14736 5 0.624273 16.4125 5.14736 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 10.9953 -15.6906 -23.4333 2 -10.9954 15.6905 23.4333 4 1.17961e-012 2.08167e-013 0 5 -6.93889e-013 9.36751e-012 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 585.008 -144.287 373.284 2 -818.99 -19.5031 -373.406 4 1.84889e-028 -1.04771e-027 -5.13814e-012 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 0 0 0 3 1.17961e-012 2.08167e-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 ....... : 4865256 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 2.524784e+007 2.583481e-002 0.000000e+000 energy 6.971542e+002 1.266803e-004 6.971542e+001 displacement 4.951773e+002 4.951773e+002 4.951773e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865184 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 2.524784e+007 3.842847e-008 0.000000e+000 energy 6.971542e+002 5.118255e-006 6.971542e+001 displacement 4.951773e+002 1.226332e-001 5.017663e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.292903e-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 : 7.797095e-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 : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -2.20523 16.5247 5.02712 2 0.385 12.8662 -15.35 4 0.385 12.8662 5.02712 5 0.618986 16.3341 5.02712 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 12.0448 -17.0904 -25.4121 2 -12.0449 17.0903 25.4121 4 -1.38778e-013 3.55618e-013 0 5 1.01481e-012 6.93022e-012 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 631.782 -157.864 407.764 2 -887.066 -21.753 -407.971 4 3.15853e-028 6.16298e-028 3.16463e-012 5 0 0 -2.44248e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 3.20924e-013 7.28584e-012 0 2 -5.55112e-013 0 0 3 -6.93889e-013 3.55618e-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 ....... : 4865148 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 2.524792e+007 3.362758e-002 0.000000e+000 energy 6.976187e+002 3.429146e-004 6.976187e+001 displacement 5.090164e+002 5.090164e+002 5.090164e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865256 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 2.524792e+007 4.067958e-008 0.000000e+000 energy 6.976187e+002 5.885385e-006 6.976187e+001 displacement 5.090164e+002 1.214510e-001 5.161553e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.928821e-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 : 4.511115e-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 -2.16734 16.4434 4.90688 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.90688 5 0.613699 16.2557 4.90688 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 13.0935 -18.4674 -27.3299 2 -13.0937 18.4673 27.3298 4 2.77556e-013 3.55618e-013 0 5 4.25007e-013 4.571e-012 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 676.437 -171.409 441.929 2 -952.766 -24.0722 -442.232 4 3.15853e-028 2.46519e-028 1.32932e-012 5 0 0 -1.65001e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 1.47451e-013 4.92661e-012 0 2 -5.55112e-013 0 0 3 -2.77556e-013 3.55618e-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 ....... : 4865256 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 2.524799e+007 4.320669e-002 0.000000e+000 energy 6.980614e+002 1.053073e-003 6.980614e+001 displacement 5.239946e+002 5.239946e+002 5.239946e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865256 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 2.524799e+007 3.990681e-008 0.000000e+000 energy 6.980614e+002 6.034861e-006 6.980614e+001 displacement 5.239946e+002 1.117516e-001 5.313964e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 3.736709e-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 : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -2.12944 16.3621 4.78664 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.78664 5 0.608411 16.1774 4.78664 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 14.1379 -19.8161 -29.1777 2 -14.138 19.816 29.1777 4 6.93889e-013 3.46945e-013 0 5 -1.82146e-013 2.01228e-012 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 718.745 -184.879 475.64 2 -1015.77 -26.4466 -476.046 4 3.08149e-028 -1.2326e-028 -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 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865328 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 2.524807e+007 5.421071e-002 0.000000e+000 energy 6.984798e+002 2.057033e-003 6.984798e+001 displacement 5.393842e+002 5.393842e+002 5.393842e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865832 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 2.524807e+007 4.595259e-008 0.000000e+000 energy 6.984798e+002 5.109055e-006 6.984798e+001 displacement 5.393842e+002 8.986239e-002 5.465057e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 -2.09154 16.2808 4.6664 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.6664 5 0.603124 16.099 4.6664 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 15.174 -21.1316 -30.9491 2 -15.1742 21.1315 30.9491 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 1 758.563 -198.229 508.754 2 -1075.86 -28.8566 -509.279 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 ....... : 4865868 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 2.524815e+007 6.734014e-002 0.000000e+000 energy 6.988763e+002 3.530535e-003 6.988763e+001 displacement 5.540130e+002 5.540130e+002 5.540130e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4866120 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 2.524815e+007 5.667912e-005 0.000000e+000 energy 6.988763e+002 1.071795e-005 6.988763e+001 displacement 5.540130e+002 6.278832e-002 5.603094e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 4.553443e-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 : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -2.05365 16.1996 4.54616 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.54616 5 0.597836 16.0207 4.54616 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 16.1988 -22.4104 -32.6409 2 -16.199 22.4103 32.6409 4 4.16334e-013 4.33681e-013 0 5 -2.47198e-013 -2.72352e-012 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 795.857 -211.418 541.163 2 -1132.93 -31.2801 -541.822 4 3.85186e-028 1.2326e-028 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 0 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 ....... : 4866120 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 2.524823e+007 7.917537e-002 0.000000e+000 energy 6.992495e+002 4.932142e-003 6.992495e+001 displacement 5.666805e+002 5.666805e+002 5.666805e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4866156 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 2.524823e+007 4.094108e-007 0.000000e+000 energy 6.992495e+002 1.743969e-006 6.992495e+001 displacement 5.666805e+002 3.810731e-002 5.717628e-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 : 9.683813e-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 : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -2.01575 16.1183 4.42592 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.42592 5 0.592549 15.9423 4.42592 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 17.2097 -23.6504 -34.2533 2 -17.2099 23.6504 34.2533 4 -2.77556e-013 4.94396e-013 0 5 2.77556e-013 -5.07407e-012 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 830.703 -224.412 572.79 2 -1187.02 -33.6951 -573.605 4 4.39112e-028 7.39557e-028 3.81768e-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 -8.32667e-013 4.94396e-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 ....... : 4866264 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 2.524830e+007 8.611488e-002 0.000000e+000 energy 6.996027e+002 6.227200e-003 6.996027e+001 displacement 5.767622e+002 5.767622e+002 5.767622e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4866156 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 2.524830e+007 7.496674e-006 0.000000e+000 energy 6.996027e+002 1.614426e-006 6.996027e+001 displacement 5.767622e+002 1.979496e-002 5.804084e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.849791e-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 : 8.137037e-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 : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -1.97785 16.037 4.30568 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.30568 5 0.587262 15.8639 4.30568 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 18.2041 -24.8511 -35.7884 2 -18.2043 24.851 35.7884 4 1.249e-012 4.25007e-013 0 5 9.67108e-013 2.80245e-011 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 863.229 -237.177 603.561 2 -1238.22 -36.0773 -604.562 4 3.77482e-028 -6.16298e-028 -2.93245e-012 5 0 0 -9.54651e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 1.661e-012 2.84495e-011 0 2 -5.55112e-013 0 0 3 6.93889e-013 4.25007e-013 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 ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4866120 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 2.524838e+007 9.324113e-002 0.000000e+000 energy 6.999378e+002 7.380755e-003 6.999378e+001 displacement 5.836345e+002 5.836345e+002 5.836345e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4865508 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 2.524838e+007 2.558566e-005 0.000000e+000 energy 6.999378e+002 4.002550e-006 6.999378e+001 displacement 5.836345e+002 8.931642e-003 5.857404e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.470738e-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 : 8.895056e-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 -1.93995 15.9557 4.18544 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.18544 5 0.581974 15.7856 4.18544 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 19.1808 -26.0135 -37.2518 2 -19.181 26.0134 37.2518 4 5.55112e-013 4.85723e-013 8.88178e-012 5 2.9924e-013 7.97973e-012 -8.88178e-012 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 893.65 -249.694 633.459 2 -1286.74 -38.4055 -634.684 4 3.91534e-011 -2.64175e-012 1.44471e-013 5 0 0 -2.83627e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 2.9924e-013 8.46545e-012 0 2 -5.55112e-013 0 0 3 0 4.85723e-013 8.88178e-012 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 ....... : 4865508 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 2.524845e+007 1.019118e-001 0.000000e+000 energy 7.002614e+002 8.250490e-003 7.002614e+001 displacement 5.872165e+002 5.872165e+002 5.872165e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 112890 Nr of nonzeroes in stiffness matrix ....... : 4864716 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 2.524845e+007 5.617608e-006 0.000000e+000 energy 7.002614e+002 1.178247e-006 7.002614e+001 displacement 5.872165e+002 5.045682e-003 5.878843e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.246360e-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 : 7.850462e-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 : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -1.90206 15.8744 4.0652 2 0.385 12.8662 -15.35 4 0.385 12.8662 4.0652 5 0.576687 15.7072 4.0652 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 20.1395 -27.1402 -38.65 2 -20.1397 27.1402 38.6501 4 0 5.55112e-013 0 5 6.85216e-013 5.68989e-012 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 922.202 -261.959 662.494 2 -1332.87 -40.6609 -663.986 4 4.93038e-028 4.93038e-028 2.6122e-012 5 0 0 -2.09029e-011 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.30104e-013 6.245e-012 0 2 -5.55112e-013 0 0 3 -5.55112e-013 5.55112e-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 ............ : 40 Average number of equilibrium iterations .......... : 2 Total number of right hand evaluations ............ : 60 Total number of stiffness reformations ............ : 40 Time in linear solver: 0:05:21 Elapsed time : 0:10:41 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:03 (2.787 sec) Initialization time ............. : 0:00:00 (0.227 sec) Solve time ...................... : 0:10:41 (641.26 sec) IO-time (plot, dmp, data) .... : 0:00:04 (4.279 sec) reforming stiffness .......... : 0:00:54 (53.699 sec) evaluating stiffness ......... : 0:01:11 (70.778 sec) evaluating residual .......... : 0:00:07 (7.365 sec) model update ................. : 0:03:01 (180.815 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:05:21 (321.162 sec) Total elapsed time .............. : 0:10:44 (644.274 sec) N O R M A L T E R M I N A T I O N