=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 ................................ : 55163 Number of solid elements ....................... : 25154 Number of shell elements ....................... : 97200 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 .................................... : 18.69,24.12,-2.846 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 2.985,-4.183,14.1225 --------------------------------------------------------------------------- 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 .......................................... : 0.411349,0.579044,-0.703917 a ............................................... : 0.411349,0.579044,-0.703917 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 2.985,-4.183,-2.846 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 17.3097,24.8022,-2.846 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : 18.69, 24.12, -2.846 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 : 2.985, -4.183, 14.1225 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 : 2.985, -4.183, -2.846 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 : 17.3097, 24.8022, -2.846 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661356 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 7.517045e+006 1.965912e-002 0.000000e+000 energy 3.676746e+002 1.348333e-002 3.676746e+001 displacement 4.014751e+001 4.014751e+001 4.014751e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661392 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 7.517045e+006 3.327413e-007 0.000000e+000 energy 3.676746e+002 1.424494e-006 3.676746e+001 displacement 4.014751e+001 2.640946e-002 4.078926e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.211136e-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 : 1.033360e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 18.6283 24.0331 -2.74041 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.74041 5 17.263 24.7079 -2.74041 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Forces 1 -1.05288 -0.988587 1.65867 2 1.05282 0.988603 -1.6586 4 9.22873e-012 -4.64906e-012 0 5 -6.04551e-012 1.11196e-011 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -26.1227 23.0837 -2.81379 2 -4.0088 -14.891 -11.4295 4 -8.25839e-027 -1.63935e-026 -3.34092e-010 5 0 0 1.1103e-011 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 3.18322e-012 6.47052e-012 0 2 0 0 0 3 9.22873e-012 -4.64906e-012 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661428 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 7.517089e+006 2.075716e-002 0.000000e+000 energy 3.676841e+002 4.536054e-003 3.676841e+001 displacement 4.116005e+001 4.116005e+001 4.116005e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661392 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 7.517089e+006 3.542029e-008 0.000000e+000 energy 3.676841e+002 1.053675e-006 3.676841e+001 displacement 4.116005e+001 1.303957e-002 4.153558e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.017103e-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 : 1.123501e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 18.5666 23.9463 -2.63482 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.63482 5 17.2164 24.6135 -2.63482 Data Record #2 =========================================================================== Step = 2 Time = 0.1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Forces 1 -2.10349 -1.96319 3.29601 2 2.10351 1.9632 -3.29602 4 -1.01308e-011 4.85723e-012 0 5 2.34708e-011 2.22045e-011 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -51.8015 45.9079 -5.69418 2 -8.01616 -29.8003 -22.8873 4 8.62817e-027 1.79959e-026 3.63221e-010 5 0 0 4.64546e-011 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 1.334e-011 2.70617e-011 0 2 0 0 0 3 -1.01308e-011 4.85723e-012 0 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661428 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 7.517144e+006 2.638859e-002 0.000000e+000 energy 3.677057e+002 4.804762e-003 3.677057e+001 displacement 4.195464e+001 4.195464e+001 4.195464e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661284 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 7.517144e+006 4.632031e-008 0.000000e+000 energy 3.677057e+002 1.458168e-006 3.677057e+001 displacement 4.195464e+001 1.476502e-002 4.240358e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.523835e-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 : 1.675998e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 18.5049 23.8594 -2.52924 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.52924 5 17.1698 24.5192 -2.52924 Data Record #2 =========================================================================== Step = 3 Time = 0.15 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Forces 1 -3.14863 -2.92069 4.91247 2 3.14865 2.9207 -4.91248 4 -1.51268e-011 7.21645e-012 0 5 1.75554e-011 -2.25514e-012 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -77.0534 68.5053 -8.62219 2 -12.0711 -44.6949 -34.3461 4 1.2819e-026 2.68706e-026 5.41826e-010 5 0 0 8.50504e-012 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 2.42861e-012 4.96131e-012 0 2 0 0 0 3 -1.51268e-011 7.21645e-012 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661320 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 7.517200e+006 3.382229e-002 0.000000e+000 energy 3.677197e+002 4.971701e-003 3.677197e+001 displacement 4.290540e+001 4.290540e+001 4.290540e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661464 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 7.517200e+006 5.875348e-008 0.000000e+000 energy 3.677197e+002 1.963343e-006 3.677197e+001 displacement 4.290540e+001 1.642418e-002 4.343456e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.485650e-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 : 9.747109e-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 18.4432 23.7726 -2.42365 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.42365 5 17.1232 24.4249 -2.42365 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 -4.18569 -3.85825 6.50318 2 4.18571 3.85827 -6.50319 4 8.60423e-012 -4.57967e-012 0 5 -2.40953e-011 -2.66454e-011 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -101.79 90.8095 -11.5866 2 -16.1724 -59.5398 -45.7873 4 -8.13513e-027 -1.52842e-026 -3.14997e-010 5 0 0 -5.36688e-011 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -1.54911e-011 -3.1225e-011 0 2 0 0 0 3 8.60423e-012 -4.57967e-012 0 Data Record #6 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 5 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661392 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 7.517257e+006 4.355634e-002 0.000000e+000 energy 3.677282e+002 4.954000e-003 3.677282e+001 displacement 4.402656e+001 4.402656e+001 4.402656e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660924 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 7.517257e+006 7.095163e-008 0.000000e+000 energy 3.677282e+002 2.564131e-006 3.677282e+001 displacement 4.402656e+001 1.783496e-002 4.463953e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.996961e-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 : 3.695246e-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 18.3815 23.6857 -2.31806 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.31806 5 17.0766 24.3306 -2.31806 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 -5.21194 -4.77301 8.06312 2 5.21195 4.77303 -8.06312 4 3.05311e-012 -2.08167e-012 0 5 5.72459e-012 2.00187e-011 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -125.921 112.752 -14.5746 2 -20.3184 -74.2961 -57.1905 4 -3.69779e-027 -5.42342e-027 -1.18314e-010 5 0 0 3.07472e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 8.7777e-012 1.7937e-011 0 2 0 0 0 3 3.05311e-012 -2.08167e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660960 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 7.517317e+006 5.616695e-002 0.000000e+000 energy 3.677401e+002 4.631630e-003 3.677401e+001 displacement 4.532608e+001 4.532608e+001 4.532608e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661104 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 7.517317e+006 8.169957e-008 0.000000e+000 energy 3.677401e+002 3.223316e-006 3.677401e+001 displacement 4.532608e+001 1.878557e-002 4.602118e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.670370e-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 : 1.688306e-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 18.3198 23.5989 -2.21247 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.21247 5 17.03 24.2363 -2.21247 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 -6.22445 -5.66206 9.58729 2 6.22445 5.66208 -9.58727 4 -1.66533e-012 2.77556e-013 0 5 -4.51028e-013 -4.44089e-012 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -149.358 134.265 -17.5699 2 -24.5067 -88.9227 -68.5332 4 4.93038e-028 2.95823e-027 5.22459e-011 5 0 0 -7.19055e-012 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -2.11636e-012 -4.16334e-012 0 2 0 0 0 3 -1.66533e-012 2.77556e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661104 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 7.517379e+006 7.223749e-002 0.000000e+000 energy 3.677685e+002 3.901005e-003 3.677685e+001 displacement 4.680042e+001 4.680042e+001 4.680042e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661032 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 7.517379e+006 9.124915e-008 0.000000e+000 energy 3.677685e+002 3.889335e-006 3.677685e+001 displacement 4.680042e+001 1.916130e-002 4.757062e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.929397e-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 : 7.114312e-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 18.2581 23.512 -2.10689 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.10689 5 16.9834 24.142 -2.10689 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 -7.22019 -6.52263 11.071 2 7.22016 6.52264 -11.0709 4 -6.66134e-012 2.498e-012 0 5 -6.38378e-012 -2.8727e-011 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -172.019 155.286 -20.5536 2 -28.7351 -103.378 -79.792 4 4.43734e-027 1.18329e-026 2.28863e-010 5 0 0 -4.5104e-011 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.30451e-011 -2.6229e-011 0 2 0 0 0 3 -6.66134e-012 2.498e-012 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661140 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 7.517444e+006 9.275967e-002 0.000000e+000 energy 3.678292e+002 2.291420e-003 3.678292e+001 displacement 4.843525e+001 4.843525e+001 4.843525e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661068 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 7.517444e+006 1.083531e-007 0.000000e+000 energy 3.678292e+002 4.486784e-006 3.678292e+001 displacement 4.843525e+001 1.882724e-002 4.926651e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.549345e-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 : 1.279469e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 18.1964 23.4251 -2.0013 2 2.985 -4.183 14.1225 4 2.985 -4.183 -2.0013 5 16.9368 24.0477 -2.0013 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 -8.19613 -7.35216 12.5098 2 8.19605 7.35216 -12.5097 4 -1.16573e-011 5.27356e-012 0 5 2.28637e-011 1.76248e-011 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -193.828 175.758 -23.5038 2 -33.0002 -117.619 -90.9428 4 9.36772e-027 2.07076e-026 4.13432e-010 5 0 0 3.92522e-011 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 1.12063e-011 2.28983e-011 0 2 0 0 0 3 -1.16573e-011 5.27356e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661104 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 7.517516e+006 1.138331e-001 0.000000e+000 energy 3.679789e+002 3.447046e-003 3.679789e+001 displacement 5.020537e+001 5.020537e+001 5.020537e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661536 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 7.517516e+006 9.989167e-008 0.000000e+000 energy 3.679789e+002 4.946371e-006 3.679789e+001 displacement 5.020537e+001 1.798548e-002 5.106704e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.777084e-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 : 1.876942e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 18.1347 23.3383 -1.89571 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.89571 5 16.8902 23.9533 -1.89571 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 -9.14923 -8.14818 13.8994 2 9.14915 8.14818 -13.8993 4 -1.72085e-011 7.49401e-012 0 5 1.7486e-011 -6.66134e-012 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -214.714 195.619 -26.4002 2 -37.297 -131.601 -101.96 4 1.3312e-026 3.05684e-026 6.06139e-010 5 0 0 1.33871e-012 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 2.77556e-013 8.32667e-013 0 2 0 0 0 3 -1.72085e-011 7.49401e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661536 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 7.517586e+006 1.475754e-001 0.000000e+000 energy 3.680861e+002 1.062431e-003 3.680861e+001 displacement 5.203662e+001 5.203662e+001 5.203662e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661140 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 7.517586e+006 8.673592e-008 0.000000e+000 energy 3.680861e+002 4.940220e-006 3.680861e+001 displacement 5.203662e+001 1.576772e-002 5.290659e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.649875e-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 : 2.396803e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 18.073 23.2514 -1.79012 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.79012 5 16.8435 23.859 -1.79012 Data Record #2 =========================================================================== Step = 10 Time = 0.5 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Forces 1 -10.0769 -8.90849 15.2358 2 10.0768 8.9085 -15.2357 4 2.10942e-011 -1.13798e-011 0 5 -2.45984e-011 4.57967e-012 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -234.611 214.811 -29.2293 2 -41.6182 -145.281 -112.817 4 -2.02146e-026 -3.74709e-026 -7.74432e-010 5 0 0 -1.17769e-011 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -3.50414e-012 -6.80012e-012 0 2 0 0 0 3 2.10942e-011 -1.13798e-011 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 661212 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 7.517667e+006 1.664776e-001 0.000000e+000 energy 3.683388e+002 5.828209e-003 3.683388e+001 displacement 5.388012e+001 5.388012e+001 5.388012e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660960 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 7.517667e+006 6.279899e-008 0.000000e+000 energy 3.683388e+002 4.926855e-006 3.683388e+001 displacement 5.388012e+001 1.426483e-002 5.470115e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.526872e-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 : 3.236829e-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 18.0113 23.1646 -1.68454 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.68454 5 16.7969 23.7647 -1.68454 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 -10.9762 -9.63027 16.5134 2 10.9762 9.63029 -16.5133 4 1.66533e-012 -1.66533e-012 -2.22045e-012 5 4.996e-012 1.54043e-011 2.22045e-012 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -253.426 233.233 -31.9906 2 -45.9499 -158.6 -123.481 4 -6.436e-011 3.18071e-011 -7.21254e-011 5 0 0 2.35087e-011 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 6.66134e-012 1.3739e-011 0 2 0 0 0 3 1.66533e-012 -1.66533e-012 -2.22045e-012 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660960 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 7.517735e+006 1.996516e-001 0.000000e+000 energy 3.684180e+002 6.733205e-003 3.684180e+001 displacement 5.561721e+001 5.561721e+001 5.561721e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660888 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 7.517735e+006 4.880514e-008 0.000000e+000 energy 3.684180e+002 3.996828e-006 3.684180e+001 displacement 5.561721e+001 1.093385e-002 5.634027e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.340741e-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 : 3.376612e-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 17.9496 23.0777 -1.57895 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.57895 5 16.7503 23.6704 -1.57895 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 -11.8453 -10.3111 17.7271 2 11.8453 10.3112 -17.7271 4 -3.33067e-012 5.55112e-013 0 5 -9.02056e-013 -8.88178e-012 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -271.082 250.791 -34.6961 2 -50.2737 -171.5 -133.918 4 9.86076e-028 5.91646e-027 1.04492e-010 5 0 0 -1.43811e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -4.23273e-012 -8.32667e-012 0 2 0 0 0 3 -3.33067e-012 5.55112e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660888 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 7.517803e+006 2.300264e-001 0.000000e+000 energy 3.685192e+002 8.744174e-003 3.685192e+001 displacement 5.713492e+001 5.713492e+001 5.713492e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660816 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 7.517803e+006 3.569491e-008 0.000000e+000 energy 3.685192e+002 2.733943e-006 3.685192e+001 displacement 5.713492e+001 7.698954e-003 5.770704e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.821602e-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 : 9.391890e-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 17.8879 22.9909 -1.47336 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.47336 5 16.7037 23.5761 -1.47336 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 -12.683 -10.9508 18.876 2 12.683 10.9508 -18.876 4 -8.88178e-012 3.05311e-012 0 5 6.245e-013 -1.92901e-011 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -287.571 267.457 -37.3406 2 -54.5786 -183.952 -144.111 4 5.42342e-027 1.57772e-026 3.01175e-010 5 0 0 -2.80455e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -8.25728e-012 -1.6237e-011 0 2 0 0 0 3 -8.88178e-012 3.05311e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660852 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 7.517874e+006 2.614971e-001 0.000000e+000 energy 3.686028e+002 8.391592e-003 3.686028e+001 displacement 5.832622e+001 5.832622e+001 5.832622e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660420 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 7.517874e+006 3.500545e-008 0.000000e+000 energy 3.686028e+002 1.121332e-006 3.686028e+001 displacement 5.832622e+001 4.580488e-003 5.870328e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.104745e-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 : 2.001483e-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 17.8262 22.904 -1.36777 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.36777 5 16.6571 23.4818 -1.36777 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 -13.489 -11.5496 19.9603 2 13.489 11.5496 -19.9602 4 1.11022e-012 -1.66533e-012 0 5 -6.10623e-012 -8.18789e-012 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -302.906 283.219 -39.9288 2 -58.8526 -195.933 -154.044 4 -2.95823e-027 -1.97215e-027 -5.60354e-011 5 0 0 -1.7009e-011 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -4.996e-012 -9.85323e-012 0 2 0 0 0 3 1.11022e-012 -1.66533e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660528 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 7.517949e+006 2.854001e-001 0.000000e+000 energy 3.687847e+002 1.077412e-002 3.687847e+001 displacement 5.910182e+001 5.910182e+001 5.910182e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660276 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 7.517949e+006 3.811077e-008 0.000000e+000 energy 3.687847e+002 2.510330e-007 3.687847e+001 displacement 5.910182e+001 2.498092e-003 5.925686e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.992272e-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 : 3.551412e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 17.7645 22.8172 -1.26219 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.26219 5 16.6105 23.3875 -1.26219 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 -14.2643 -12.1092 20.9824 2 14.2643 12.1092 -20.9823 4 -3.21965e-011 1.4988e-011 0 5 2.31759e-011 -3.27516e-011 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -317.146 298.101 -42.4639 2 -63.0866 -207.444 -163.712 4 2.66241e-026 5.71924e-026 1.14792e-009 5 0 0 -3.06734e-011 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -9.02056e-012 -1.77636e-011 0 2 0 0 0 3 -3.21965e-011 1.4988e-011 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660276 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 7.518034e+006 3.033338e-001 0.000000e+000 energy 3.689128e+002 1.069338e-002 3.689128e+001 displacement 5.938990e+001 5.938990e+001 5.938990e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660132 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 7.518034e+006 4.708560e-008 0.000000e+000 energy 3.689128e+002 1.206071e-006 3.689128e+001 displacement 5.938990e+001 1.415912e-003 5.932018e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.453451e-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 : 2.189702e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 17.7028 22.7303 -1.1566 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.1566 5 16.5639 23.2931 -1.1566 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 -15.0106 -12.6319 21.946 2 15.0106 12.6319 -21.946 4 1.88738e-011 -1.11022e-011 0 5 -1.75554e-011 1.42941e-011 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -330.364 312.141 -44.9564 2 -67.272 -218.491 -173.117 4 -1.97215e-026 -3.35266e-026 -7.06096e-010 5 0 0 5.30527e-012 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 1.31839e-012 3.19189e-012 0 2 0 0 0 3 1.88738e-011 -1.11022e-011 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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660132 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 7.518131e+006 3.116936e-001 0.000000e+000 energy 3.691061e+002 1.164620e-002 3.691061e+001 displacement 5.919049e+001 5.919049e+001 5.919049e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660060 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 7.518131e+006 5.577184e-008 0.000000e+000 energy 3.691061e+002 1.535748e-006 3.691061e+001 displacement 5.919049e+001 1.383865e-003 5.890442e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.128782e-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 : 1.694682e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 17.6411 22.6434 -1.05101 2 2.985 -4.183 14.1225 4 2.985 -4.183 -1.05101 5 16.5173 23.1988 -1.05101 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 -15.7302 -13.121 22.8567 2 15.7302 13.121 -22.8567 4 1.44329e-011 -8.88178e-012 0 5 -2.40086e-011 -1.01308e-011 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -342.668 325.41 -47.4154 2 -71.4047 -229.102 -182.27 4 -1.57772e-026 -2.5638e-026 -5.45569e-010 5 0 0 -3.27761e-011 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -9.57567e-012 -1.90126e-011 0 2 0 0 0 3 1.44329e-011 -8.88178e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 660060 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 7.518232e+006 3.113690e-001 0.000000e+000 energy 3.693247e+002 9.872280e-003 3.693247e+001 displacement 5.854410e+001 5.854410e+001 5.854410e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 659808 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 7.518232e+006 6.614635e-008 0.000000e+000 energy 3.693247e+002 1.265284e-006 3.693247e+001 displacement 5.854410e+001 2.136676e-003 5.808788e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.755417e-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 : 5.661049e-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 17.5794 22.5566 -0.945423 2 2.985 -4.183 14.1225 4 2.985 -4.183 -0.945423 5 16.4707 23.1045 -0.945423 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 -16.4264 -13.5803 23.7213 2 16.4264 13.5803 -23.7212 4 -5.55112e-012 1.11022e-012 0 5 6.10623e-012 5.55112e-013 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -354.184 338.002 -49.8503 2 -75.4855 -239.315 -191.189 4 1.97215e-027 9.86076e-027 1.76804e-010 5 0 0 2.67741e-012 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 5.55112e-013 1.66533e-012 0 2 0 0 0 3 -5.55112e-012 1.11022e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 659808 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 7.518355e+006 3.026040e-001 0.000000e+000 energy 3.697760e+002 1.160458e-002 3.697760e+001 displacement 5.756015e+001 5.756015e+001 5.756015e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 659916 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 7.518355e+006 7.379192e-008 0.000000e+000 energy 3.697760e+002 7.038959e-007 3.697760e+001 displacement 5.756015e+001 3.166358e-003 5.697527e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.878531e-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 : 4.710277e-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 17.5177 22.4697 -0.839836 2 2.985 -4.183 14.1225 4 2.985 -4.183 -0.839836 5 16.424 23.0102 -0.839836 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 -17.1021 -14.0133 24.5459 2 17.1021 14.0133 -24.5458 4 3.33067e-012 -3.33067e-012 0 5 4.16334e-013 1.13798e-011 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -365.026 350.003 -52.2722 2 -79.5155 -249.173 -199.895 4 -5.91646e-027 -5.91646e-027 -1.44251e-010 5 0 0 1.36666e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 3.747e-012 8.04912e-012 0 2 0 0 0 3 3.33067e-012 -3.33067e-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 ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 659952 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 7.518469e+006 2.880354e-001 0.000000e+000 energy 3.700791e+002 1.219418e-002 3.700791e+001 displacement 5.631902e+001 5.631902e+001 5.631902e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 16344 Nr of nonzeroes in stiffness matrix ....... : 659412 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 7.518469e+006 8.354332e-008 0.000000e+000 energy 3.700791e+002 4.218415e-008 3.700791e+001 displacement 5.631902e+001 4.176666e-003 5.564505e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.193377e-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 : 1.650465e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 17.456 22.3829 -0.734248 2 2.985 -4.183 14.1225 4 2.985 -4.183 -0.734248 5 16.3774 22.9159 -0.734248 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 -17.7604 -14.423 25.3357 2 17.7604 14.423 -25.3356 4 -1.55431e-011 5.55112e-012 0 5 2.94903e-011 2.31759e-011 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -375.289 361.479 -54.7004 2 -83.4938 -258.709 -208.405 4 9.86076e-027 2.76101e-026 5.30038e-010 5 0 0 4.91675e-011 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 1.39472e-011 2.8727e-011 0 2 0 0 0 3 -1.55431e-011 5.55112e-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: 0:00:13 Elapsed time : 0:01:14 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (0.882 sec) Initialization time ............. : 0:00:00 (0.078 sec) Solve time ...................... : 0:01:14 (73.749 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0.44 sec) reforming stiffness .......... : 0:00:06 (6.239 sec) evaluating stiffness ......... : 0:00:03 (3.46 sec) evaluating residual .......... : 0:00:01 (0.613 sec) model update ................. : 0:00:49 (49.297 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:13 (12.549 sec) Total elapsed time .............. : 0:01:15 (74.709 sec) N O R M A L T E R M I N A T I O N