=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 ................................ : 68271 Number of solid elements ....................... : 102662 Number of shell elements ....................... : 93798 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 20 Time step size ................................. : 0.05 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 50 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0.05 Number of loadcurves ........................... : 1 SOLVER PARAMETERS =========================================================================== symmetric_stiffness ............................... : false lstol ............................................. : 0.9 lsmin ............................................. : 0.01 lsiter ............................................ : 5 max_refs .......................................... : 25 max_ups ........................................... : 0 qn_max_buffer_size ................................ : 0 qn_cycle_buffer ................................... : true cmax .............................................. : 100000 qnmethod .......................................... : 1 check_zero_diagonal ............................... : true zero_diagonal_tol ................................. : 0 equation_scheme ................................... : 0 force_partition ................................... : 0 reform_each_time_step ............................. : true diverge_reform .................................... : true do_reforms ........................................ : true dtol .............................................. : 0.01 etol .............................................. : 0.1 rtol .............................................. : 0 min_residual ...................................... : 0.001 max_residual ...................................... : 0 rhoi .............................................. : -2 alpha ............................................. : 1 beta .............................................. : 0.25 gamma ............................................. : 0.5 logSolve .......................................... : false OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) rigid position (type = vec3f, format = REGION) rigid angular position (type = vec3f, format = REGION) rigid force (type = vec3f, format = REGION) rigid torque (type = vec3f, format = REGION) fiber stretch (type = float, format = ITEM) Surface Variables: contact gap (type = float, format = ITEM) contact pressure (type = float, format = ITEM) contact traction (type = vec3f, format = ITEM) MATERIAL DATA =========================================================================== 1 - FMB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -1.036,-6.717,0.171 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,-24.9345 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 146.41 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 1.95 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 535.039 lam_max ........................................... : 1.046 mat_axis: (type: vector) vector .......................................... : -0.0803999,-0.507665,-0.857795 a ............................................... : -0.0803999,-0.507665,-0.857795 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,0.171 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.28267,-6.22943,0.171 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -1.036, -6.717, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -4.4315, -7.2205, -24.9345 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -4.4315, -7.2205, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : -4.28267, -6.22943, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false --------------------------------------------------------------------------- contact interface 2 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false NONLINEAR CONSTRAINT DATA =========================================================================== LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : unsymmetric ===== beginning time step 1 : 0.05 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488689 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 2.652005e+007 3.764317e-003 0.000000e+000 energy 4.352889e+002 1.953241e-002 4.352889e+001 displacement 1.496043e+002 1.496043e+002 1.496043e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489301 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 2.652005e+007 2.709124e-009 0.000000e+000 energy 4.352889e+002 6.965502e-008 4.352889e+001 displacement 1.496043e+002 9.109982e-003 1.509072e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.869793e-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 : 5.381318e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -1.04806 -6.79315 0.0423308 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.0423308 5 -4.29411 -6.30567 0.0423308 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 -0.256689 -1.15923 -2.01249 2 0.256692 1.15923 2.01248 4 5.29091e-012 -9.82287e-013 0 5 -5.57007e-012 -8.66549e-013 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -38.4128 15.1767 -3.90283 2 10.3186 -15.5744 7.71535 4 6.27071e-028 3.3776e-027 -5.38986e-012 5 0 0 -6.13866e-012 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -2.79165e-013 -1.84884e-012 0 2 0 0 0 3 5.29091e-012 -9.82287e-013 0 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489301 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 2.652004e+007 1.748357e-003 0.000000e+000 energy 4.354851e+002 7.360594e-004 4.354851e+001 displacement 1.515189e+002 1.515189e+002 1.515189e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490021 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 2.652004e+007 6.263054e-009 0.000000e+000 energy 4.354851e+002 4.668824e-010 4.354851e+001 displacement 1.515189e+002 2.799708e-002 1.522490e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.420394e-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 : 1.986088e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -1.06012 -6.8693 -0.0863385 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.0863385 5 -4.30556 -6.38191 -0.0863385 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Forces 1 -0.515496 -2.32458 -4.03245 2 0.515498 2.32459 4.03246 4 1.8735e-012 -6.59195e-013 0 5 -2.23593e-012 -1.73391e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -77.0755 30.3596 -7.76931 2 20.7301 -31.1455 15.4253 4 4.20816e-028 1.196e-027 -1.95488e-012 5 0 0 -7.94632e-012 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -3.62428e-013 -2.39311e-012 0 2 0 0 0 3 1.8735e-012 -6.59195e-013 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490021 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 2.652006e+007 2.058733e-003 0.000000e+000 energy 4.357368e+002 8.956208e-004 4.357368e+001 displacement 1.530752e+002 1.530752e+002 1.530752e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490057 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 2.652006e+007 1.102504e-008 0.000000e+000 energy 4.357368e+002 8.846763e-008 4.357368e+001 displacement 1.530752e+002 3.751611e-002 1.540575e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.971796e-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 : 1.563586e-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 : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -1.07218 -6.94545 -0.215008 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.215008 5 -4.31701 -6.45815 -0.215008 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 -0.776309 -3.49467 -6.05721 2 0.776311 3.49467 6.05722 4 -1.52656e-012 -3.38271e-013 0 5 1.08088e-012 -2.59992e-012 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -115.953 45.5224 -11.5846 2 31.233 -46.6806 23.1108 4 2.15945e-028 -9.74521e-028 1.46258e-012 5 0 0 -9.75661e-012 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -4.45675e-013 -2.93819e-012 0 2 0 0 0 3 -1.52656e-012 -3.38271e-013 0 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490129 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 2.652008e+007 2.573302e-003 0.000000e+000 energy 4.359791e+002 1.031529e-003 4.359791e+001 displacement 1.551722e+002 1.551722e+002 1.551722e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489913 2 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.652008e+007 1.962250e-008 0.000000e+000 energy 4.359791e+002 2.756012e-007 4.359791e+001 displacement 1.551722e+002 5.047880e-002 1.564964e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.261094e-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 : 3.614225e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -1.08424 -7.0216 -0.343677 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.343677 5 -4.32846 -6.5344 -0.343677 Data Record #2 =========================================================================== Step = 4 Time = 0.2 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Forces 1 -1.03896 -4.66763 -8.08317 2 1.03896 4.66764 8.08317 4 -3.60822e-012 -2.08167e-013 0 5 4.3837e-012 5.4118e-012 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -154.997 60.6308 -15.3306 2 41.8239 -62.1385 30.7477 4 1.32889e-028 -2.30341e-027 3.54502e-012 5 0 0 1.72725e-011 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 7.75476e-013 5.20363e-012 0 2 0 0 0 3 -3.60822e-012 -2.08167e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489913 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 2.652010e+007 3.432034e-003 0.000000e+000 energy 4.362095e+002 1.124098e-003 4.362095e+001 displacement 1.580064e+002 1.580064e+002 1.580064e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490849 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 2.652010e+007 3.511426e-008 0.000000e+000 energy 4.362095e+002 6.485558e-007 4.362095e+001 displacement 1.580064e+002 6.802564e-002 1.597932e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.391016e-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 : 2.040790e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -1.0963 -7.09775 -0.472346 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.472346 5 -4.33991 -6.61064 -0.472346 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 -1.30321 -5.84103 -10.1057 2 1.30321 5.84104 10.1057 4 1.66533e-012 -1.17961e-012 0 5 -1.16918e-012 4.53413e-012 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -194.141 75.6421 -18.9847 2 52.4972 -77.4674 38.3057 4 7.53039e-028 1.06311e-027 -1.82603e-012 5 0 0 1.11329e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 4.96158e-013 3.35452e-012 0 2 0 0 0 3 1.66533e-012 -1.17961e-012 0 Data Record #6 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 6 : 0.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490885 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 2.652012e+007 4.873917e-003 0.000000e+000 energy 4.364291e+002 1.147596e-003 4.364291e+001 displacement 1.618428e+002 1.618428e+002 1.618428e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490885 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 2.652012e+007 6.262120e-008 0.000000e+000 energy 4.364291e+002 1.362785e-006 4.364291e+001 displacement 1.618428e+002 9.141381e-002 1.642509e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.521546e-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 : 7.275009e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -1.10836 -7.1739 -0.601015 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.601015 5 -4.35136 -6.68688 -0.601015 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 -1.56876 -7.01166 -12.119 2 1.56875 7.01167 12.119 4 6.93889e-012 -2.18575e-012 0 5 -6.72165e-012 3.69171e-012 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -233.298 90.5027 -22.5186 2 63.2442 -92.6024 45.7462 4 1.39534e-027 4.42964e-027 -7.20225e-012 5 0 0 4.99526e-012 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 2.17247e-013 1.50596e-012 0 2 0 0 0 3 6.93889e-012 -2.18575e-012 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490921 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 2.652013e+007 7.307161e-003 0.000000e+000 energy 4.366383e+002 1.076651e-003 4.366383e+001 displacement 1.670331e+002 1.670331e+002 1.670331e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491569 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 2.652013e+007 1.098944e-007 0.000000e+000 energy 4.366383e+002 2.679951e-006 4.366383e+001 displacement 1.670331e+002 1.217394e-001 1.702632e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.289847e-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 : 5.164700e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -1.12042 -7.25005 -0.729685 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.729685 5 -4.36281 -6.76312 -0.729685 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 -1.83517 -8.17535 -14.1153 2 1.83516 8.17535 14.1153 4 -5.13478e-012 -5.55112e-013 0 5 5.46451e-012 2.82109e-012 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -272.351 105.146 -25.8975 2 74.0517 -107.463 53.0209 4 3.54371e-028 -3.27793e-027 5.00631e-012 5 0 0 7.51765e-012 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 3.29733e-013 2.26598e-012 0 2 0 0 0 3 -5.13478e-012 -5.55112e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491569 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 2.652015e+007 1.142049e-002 0.000000e+000 energy 4.368406e+002 9.122930e-004 4.368406e+001 displacement 1.740285e+002 1.740285e+002 1.740285e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492145 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 2.652015e+007 1.865776e-007 0.000000e+000 energy 4.368406e+002 5.003638e-006 4.368406e+001 displacement 1.740285e+002 1.593096e-001 1.783190e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.204677e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.532852e-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 -1.13248 -7.3262 -0.858354 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.858354 5 -4.37426 -6.83936 -0.858354 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 -2.10187 -9.32673 -16.0853 2 2.10185 9.32673 16.0853 4 1.38778e-013 -1.52656e-012 0 5 -8.8227e-014 1.94397e-012 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -311.152 119.489 -29.0793 2 84.9002 -121.949 60.0704 4 9.74521e-028 8.85928e-029 -3.64743e-013 5 0 0 1.37986e-012 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 5.05509e-014 4.17418e-013 0 2 0 0 0 3 1.38778e-013 -1.52656e-012 0 Data Record #6 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 9 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492109 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 2.652016e+007 1.846671e-002 0.000000e+000 energy 4.370418e+002 2.394704e-004 4.370418e+001 displacement 1.833755e+002 1.833755e+002 1.833755e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492361 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 2.652016e+007 2.985754e-007 0.000000e+000 energy 4.370418e+002 8.840261e-006 4.370418e+001 displacement 1.833755e+002 2.019926e-001 1.889760e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.449294e-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 : 6.094412e-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 -1.14454 -7.40235 -0.987023 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.987023 5 -4.38571 -6.9156 -0.987023 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 -2.36809 -10.4591 -18.017 2 2.36806 10.4591 18.017 4 5.55112e-012 -2.51535e-012 0 5 -5.77975e-012 1.0842e-012 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -349.507 133.433 -32.0144 2 95.7622 -135.944 66.8234 4 1.60574e-027 3.54371e-027 -5.87592e-012 5 0 0 -4.75793e-012 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -2.28631e-013 -1.43115e-012 0 2 0 0 0 3 5.55112e-012 -2.51535e-012 0 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492361 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 2.652017e+007 2.969083e-002 0.000000e+000 energy 4.372598e+002 1.588424e-003 4.372598e+001 displacement 1.956695e+002 1.956695e+002 1.956695e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492217 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 2.652017e+007 4.395855e-007 0.000000e+000 energy 4.372598e+002 1.473657e-005 4.372598e+001 displacement 1.956695e+002 2.469772e-001 2.028009e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.821424e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.722137e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -1.1566 -7.4785 -1.11569 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.11569 5 -4.39716 -6.99184 -1.11569 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 -2.63268 -11.564 -19.896 2 2.63264 11.564 19.8959 4 -6.66134e-012 -9.02056e-013 0 5 6.54533e-012 2.29851e-013 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -387.171 146.858 -34.6459 2 106.599 -149.307 73.1952 4 5.75853e-028 -4.25245e-027 6.4676e-012 5 0 0 -2.23899e-012 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -1.1601e-013 -6.72205e-013 0 2 0 0 0 3 -6.66134e-012 -9.02056e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492145 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 2.652018e+007 4.837414e-002 0.000000e+000 energy 4.374185e+002 1.524800e-003 4.374185e+001 displacement 2.114522e+002 2.114522e+002 2.114522e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492757 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 2.652018e+007 5.659582e-007 0.000000e+000 energy 4.374185e+002 2.235882e-005 4.374185e+001 displacement 2.114522e+002 2.794445e-001 2.201563e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.550489e-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 : 2.303723e-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 -1.16866 -7.55465 -1.24436 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.24436 5 -4.40861 -7.06809 -1.24436 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 -2.89431 -12.6316 -21.7057 2 2.89422 12.6316 21.7056 4 -1.38778e-012 -1.83881e-012 0 5 9.92587e-013 -6.80879e-013 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -423.855 159.632 -36.9128 2 117.359 -161.887 79.0934 4 1.17385e-027 -8.85928e-028 1.10171e-012 5 0 0 -8.37326e-012 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -3.95192e-013 -2.51969e-012 0 2 0 0 0 3 -1.38778e-012 -1.83881e-012 0 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492721 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 2.652019e+007 7.689638e-002 0.000000e+000 energy 4.375772e+002 4.803879e-003 4.375772e+001 displacement 2.309055e+002 2.309055e+002 2.309055e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492613 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 2.652019e+007 6.003188e-007 0.000000e+000 energy 4.375772e+002 3.026754e-005 4.375772e+001 displacement 2.309055e+002 2.904291e-001 2.409512e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.103222e-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 : 4.970036e-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 : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -1.18072 -7.6308 -1.37303 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.37303 5 -4.42006 -7.14433 -1.37303 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 -3.15097 -13.6507 -23.4279 2 3.15092 13.6507 23.4278 4 -4.71845e-012 -1.56125e-012 0 5 4.24004e-012 -1.50487e-012 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -459.223 171.612 -38.7571 2 127.981 -173.527 84.4227 4 9.96669e-028 -3.01215e-027 4.44395e-012 5 0 0 -1.01879e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -4.78404e-013 -3.06612e-012 0 2 0 0 0 3 -4.71845e-012 -1.56125e-012 0 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492469 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 2.652019e+007 1.177546e-001 0.000000e+000 energy 4.376815e+002 6.712135e-003 4.376815e+001 displacement 2.535140e+002 2.535140e+002 2.535140e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492397 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 2.652019e+007 5.038096e-007 0.000000e+000 energy 4.376815e+002 3.487071e-005 4.376815e+001 displacement 2.535140e+002 2.638587e-001 2.641956e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.971664e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.872945e-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 : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -1.19278 -7.70695 -1.5017 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.5017 5 -4.43151 -7.22057 -1.5017 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 -3.40094 -14.6106 -25.0452 2 3.40088 14.6106 25.0451 4 -1.94289e-012 6.76542e-012 0 5 1.1853e-012 -2.79724e-012 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -492.939 182.671 -40.1283 2 138.39 -184.09 89.0979 4 1.35104e-027 -1.2403e-027 1.61055e-012 5 0 0 -1.63222e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -7.57586e-013 -4.9136e-012 0 2 0 -8.88178e-012 0 3 -1.94289e-012 -2.11636e-012 0 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492397 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 2.652020e+007 1.711193e-001 0.000000e+000 energy 4.378267e+002 1.173819e-002 4.378267e+001 displacement 2.776292e+002 2.776292e+002 2.776292e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492397 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 2.652020e+007 3.156826e-007 0.000000e+000 energy 4.378267e+002 3.180733e-005 4.378267e+001 displacement 2.776292e+002 1.988702e-001 2.877473e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.941928e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.775561e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -1.20484 -7.7831 -1.63037 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.63037 5 -4.44296 -7.29681 -1.63037 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 -3.64234 -15.5021 -26.5434 2 3.64229 15.5021 26.5433 4 4.71845e-012 5.55112e-012 0 5 -4.45065e-012 5.25404e-012 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -524.708 192.716 -40.9987 2 148.514 -193.479 93.0617 4 2.12623e-027 3.01215e-027 -5.17203e-012 5 0 0 6.37512e-012 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 2.67798e-013 1.92337e-012 0 2 0 -8.88178e-012 0 3 4.71845e-012 -3.33067e-012 0 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492325 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 2.652021e+007 2.302331e-001 0.000000e+000 energy 4.378751e+002 1.866284e-002 4.378751e+001 displacement 3.003022e+002 3.003022e+002 3.003022e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493009 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 2.652021e+007 1.537700e-007 0.000000e+000 energy 4.378751e+002 1.868177e-005 4.378751e+001 displacement 3.003022e+002 1.074391e-001 3.080822e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.392851e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.823925e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -1.2169 -7.85925 -1.75904 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.75904 5 -4.45441 -7.37305 -1.75904 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 -3.87358 -16.3206 -27.9163 2 3.87354 16.3205 27.9162 4 -2.77556e-013 6.07153e-012 0 5 -8.42425e-013 -4.49727e-012 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -554.356 201.717 -41.3785 2 158.291 -201.684 96.3088 4 1.794e-027 -1.77186e-028 -1.43186e-013 5 0 0 -2.42711e-011 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -1.11998e-012 -7.30752e-012 0 2 0 -8.88178e-012 0 3 -2.77556e-013 -2.81025e-012 0 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492973 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 2.652021e+007 2.819952e-001 0.000000e+000 energy 4.378480e+002 2.833533e-002 4.378480e+001 displacement 3.168556e+002 3.168556e+002 3.168556e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493369 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 2.652021e+007 9.873834e-006 0.000000e+000 energy 4.378480e+002 4.420925e-006 4.378480e+001 displacement 3.168556e+002 2.514690e-002 3.200915e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.409353e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.473781e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -1.22896 -7.9354 -1.88771 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.88771 5 -4.46586 -7.44929 -1.88771 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 -4.09311 -17.0688 -29.1686 2 4.09379 17.0687 29.1699 4 -2.22045e-012 6.21031e-012 0 5 2.32155e-012 3.50631e-012 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -581.908 209.741 -41.3398 2 167.694 -208.819 98.914 4 1.70541e-027 -1.41748e-027 1.80301e-012 5 0 0 2.75973e-012 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.01102e-013 8.34836e-013 0 2 0 -8.88178e-012 0 3 -2.22045e-012 -2.67147e-012 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493369 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 2.652020e+007 3.104941e-001 0.000000e+000 energy 4.379425e+002 3.904985e-002 4.379425e+001 displacement 3.216125e+002 3.216125e+002 3.216125e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493261 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 2.652020e+007 3.464798e-006 0.000000e+000 energy 4.379425e+002 1.407595e-006 4.379425e+001 displacement 3.216125e+002 1.128507e-002 3.195469e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.911164e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.530219e-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 -1.24102 -8.01155 -2.01638 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.01638 5 -4.47731 -7.52553 -2.01638 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 -4.30331 -17.7595 -30.3266 2 4.3035 17.7594 30.3265 4 -7.21645e-012 6.73073e-012 0 5 7.23434e-012 2.44162e-012 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -607.747 217.011 -40.9789 2 176.744 -215.144 101.038 4 1.37319e-027 -4.60682e-027 6.83186e-012 5 0 0 9.52093e-013 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 1.78893e-014 2.90566e-013 0 2 0 -8.88178e-012 0 3 -7.21645e-012 -2.15106e-012 0 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493261 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 2.652021e+007 2.894452e-001 0.000000e+000 energy 4.383022e+002 2.937723e-002 4.383022e+001 displacement 3.150973e+002 3.150973e+002 3.150973e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493369 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 2.652021e+007 2.794307e-004 0.000000e+000 energy 4.383022e+002 2.828018e-005 4.383022e+001 displacement 3.150973e+002 4.381800e-002 3.097910e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.914652e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.244794e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -1.25308 -8.0877 -2.14505 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.14505 5 -4.48876 -7.60178 -2.14505 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 -4.50354 -18.406 -31.4111 2 4.50376 18.4061 31.4114 4 -3.05311e-012 5.93275e-012 0 5 1.82959e-013 -1.59811e-011 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -632.203 223.719 -40.4376 2 185.501 -220.928 102.841 4 1.8826e-027 -1.94904e-027 2.58693e-012 5 0 0 -6.28593e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -2.87015e-012 -1.89302e-011 0 2 0 -8.88178e-012 0 3 -3.05311e-012 -2.94903e-012 0 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493369 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 2.652023e+007 2.533781e-001 0.000000e+000 energy 4.385236e+002 2.722201e-002 4.385236e+001 displacement 3.012730e+002 3.012730e+002 3.012730e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493369 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 2.652023e+007 9.908144e-006 0.000000e+000 energy 4.385236e+002 2.267589e-005 4.385236e+001 displacement 3.012730e+002 7.847187e-002 2.943295e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.449087e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.457077e-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 -1.26514 -8.16385 -2.27372 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.27372 5 -4.50021 -7.67802 -2.27372 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 -4.69596 -19.0224 -32.4487 2 4.69626 19.0225 32.4492 4 3.60822e-012 4.78784e-012 0 5 -4.14816e-012 6.87384e-013 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -655.711 230.074 -39.8064 2 194.04 -226.41 104.464 4 2.61349e-027 2.30341e-027 -4.18533e-012 5 0 0 -1.13232e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -5.39933e-013 -3.40656e-012 0 2 0 -8.88178e-012 0 3 3.60822e-012 -4.09395e-012 0 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493369 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 2.652024e+007 2.099141e-001 0.000000e+000 energy 4.386543e+002 2.501420e-002 4.386543e+001 displacement 2.856426e+002 2.856426e+002 2.856426e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493081 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 2.652024e+007 7.872682e-006 0.000000e+000 energy 4.386543e+002 2.457018e-005 4.386543e+001 displacement 2.856426e+002 8.295491e-002 2.788460e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.010914e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.693302e-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 -1.2772 -8.23999 -2.40238 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.40238 5 -4.51166 -7.75426 -2.40238 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 -4.88226 -19.6161 -33.454 2 4.8825 19.6161 33.4544 4 -8.32667e-012 6.38378e-012 0 5 7.84962e-012 -4.74881e-013 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -678.52 236.195 -39.1282 2 202.422 -231.717 105.977 4 1.59467e-027 -5.31557e-027 7.88053e-012 5 0 0 -9.88455e-012 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 -4.77049e-013 -2.97288e-012 0 2 0 -8.88178e-012 0 3 -8.32667e-012 -2.498e-012 0 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 40 Average number of equilibrium iterations .......... : 2 Total number of right hand evaluations ............ : 60 Total number of stiffness reformations ............ : 40 Time in linear solver: 0:01:07 Elapsed time : 0:02:43 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1.182 sec) Initialization time ............. : 0:00:00 (0.114 sec) Solve time ...................... : 0:02:43 (162.907 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1.303 sec) reforming stiffness .......... : 0:00:13 (13.105 sec) evaluating stiffness ......... : 0:00:16 (16.275 sec) evaluating residual .......... : 0:00:02 (1.831 sec) model update ................. : 0:01:02 (62.058 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:01:07 (66.829 sec) Total elapsed time .............. : 0:02:44 (164.203 sec) N O R M A L T E R M I N A T I O N