=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 ................................ : 50821 Number of solid elements ....................... : 14530 Number of shell elements ....................... : 93798 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 20 Time step size ................................. : 0.05 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 50 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0.05 Number of loadcurves ........................... : 1 SOLVER PARAMETERS =========================================================================== symmetric_stiffness ............................... : false lstol ............................................. : 0.9 lsmin ............................................. : 0.01 lsiter ............................................ : 5 max_refs .......................................... : 25 max_ups ........................................... : 0 qn_max_buffer_size ................................ : 0 qn_cycle_buffer ................................... : true cmax .............................................. : 100000 qnmethod .......................................... : 1 check_zero_diagonal ............................... : true zero_diagonal_tol ................................. : 0 equation_scheme ................................... : 0 force_partition ................................... : 0 reform_each_time_step ............................. : true diverge_reform .................................... : true do_reforms ........................................ : true dtol .............................................. : 0.01 etol .............................................. : 0.1 rtol .............................................. : 0 min_residual ...................................... : 0.001 max_residual ...................................... : 0 rhoi .............................................. : -2 alpha ............................................. : 1 beta .............................................. : 0.25 gamma ............................................. : 0.5 logSolve .......................................... : false OUTPUT DATA =========================================================================== plot level ................................ : major iterations plotfile format ........................... : FEBIO Nodal Variables: displacement (type = vec3f, format = NODE) reaction forces (type = vec3f, format = NODE) Domain Variables: stress (type = mat3fs, format = ITEM) rigid position (type = vec3f, format = REGION) rigid angular position (type = vec3f, format = REGION) rigid force (type = vec3f, format = REGION) rigid torque (type = vec3f, format = REGION) fiber stretch (type = float, format = ITEM) Surface Variables: contact gap (type = float, format = ITEM) contact pressure (type = float, format = ITEM) contact traction (type = vec3f, format = ITEM) MATERIAL DATA =========================================================================== 1 - FMB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -1.036,-6.717,0.171 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,-24.9345 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 146.41 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 1.95 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 535.039 lam_max ........................................... : 1.046 mat_axis: (type: vector) vector .......................................... : -0.0878204,-0.505941,-0.858086 a ............................................... : -0.0878204,-0.505941,-0.858086 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,0.171 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.28267,-6.22943,0.171 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -1.036, -6.717, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -4.4315, -7.2205, -24.9345 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -4.4315, -7.2205, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : -4.28267, -6.22943, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false --------------------------------------------------------------------------- contact interface 2 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false NONLINEAR CONSTRAINT DATA =========================================================================== LINEAR SOLVER DATA =========================================================================== Solver type ............................... : Pardiso Matrix format ............................. : unsymmetric ===== beginning time step 1 : 0.05 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 398970 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653370e+007 9.369311e-003 0.000000e+000 energy 3.872295e+002 1.942126e-002 3.872295e+001 displacement 2.660741e+001 2.660741e+001 2.660741e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399006 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.653370e+007 3.684438e-009 0.000000e+000 energy 3.872295e+002 2.538190e-008 3.872295e+001 displacement 2.660741e+001 7.668507e-004 2.679618e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.679610e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.535179e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -1.04917 -6.79289 0.0422871 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.0422871 5 -4.2941 -6.30558 0.0422871 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 -0.26777 -1.16029 -2.01986 2 0.267774 1.16029 2.01985 4 -6.48787e-012 7.84962e-013 0 5 6.08563e-012 -3.43421e-012 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -38.4828 15.4227 -3.82691 2 10.366 -15.5665 7.63689 4 -5.01103e-028 -4.14171e-027 6.54676e-012 5 0 0 -8.79734e-012 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -4.02239e-013 -2.64925e-012 0 2 0 0 0 3 -6.48787e-012 7.84962e-013 0 Data Record #6 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 2 : 0.1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399006 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 2.653371e+007 3.996854e-003 0.000000e+000 energy 3.873828e+002 4.743284e-004 3.873828e+001 displacement 2.686567e+001 2.686567e+001 2.686567e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399150 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 2.653371e+007 6.898604e-009 0.000000e+000 energy 3.873828e+002 3.605543e-008 3.873828e+001 displacement 2.686567e+001 3.125121e-003 2.694738e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.859337e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.855585e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -1.06235 -6.86878 -0.0864258 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.0864258 5 -4.30554 -6.38173 -0.0864258 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 -0.537988 -2.32778 -4.05007 2 0.537994 2.32778 4.05008 4 5.72459e-012 -1.23165e-012 0 5 -5.61644e-012 2.01011e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -77.252 30.8833 -7.62704 2 20.8358 -31.1607 15.2804 4 7.86261e-028 3.65445e-027 -5.85678e-012 5 0 0 2.58012e-012 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 1.08149e-013 7.78457e-013 0 2 0 0 0 3 5.72459e-012 -1.23165e-012 0 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399150 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 2.653378e+007 4.437176e-003 0.000000e+000 energy 3.876673e+002 2.247503e-004 3.876673e+001 displacement 2.703879e+001 2.703879e+001 2.703879e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399186 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 2.653378e+007 1.122049e-008 0.000000e+000 energy 3.876673e+002 1.205753e-008 3.876673e+001 displacement 2.703879e+001 4.032215e-003 2.714614e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.894280e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.865778e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -1.07552 -6.94467 -0.215139 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.215139 5 -4.31697 -6.45789 -0.215139 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 -0.810594 -3.50156 -6.08889 2 0.810601 3.50156 6.0889 4 -7.63278e-013 -4.51028e-013 0 5 4.69324e-013 -1.4203e-012 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -116.287 46.3635 -11.3895 2 31.4102 -46.7603 22.917 4 2.87927e-028 -4.8726e-028 6.89334e-013 5 0 0 -6.21892e-012 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -2.93954e-013 -1.87133e-012 0 2 0 0 0 3 -7.63278e-013 -4.51028e-013 0 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399186 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 2.653384e+007 5.145941e-003 0.000000e+000 energy 3.879466e+002 5.927610e-005 3.879466e+001 displacement 2.726642e+001 2.726642e+001 2.726642e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399366 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 2.653384e+007 1.842485e-008 0.000000e+000 energy 3.879466e+002 4.049151e-008 3.879466e+001 displacement 2.726642e+001 5.224494e-003 2.740749e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.889685e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.009083e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -1.08869 -7.02056 -0.343852 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.343852 5 -4.32841 -6.53404 -0.343852 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 -1.08548 -4.68041 -8.13396 2 1.08548 4.68042 8.13397 4 2.77556e-012 -1.16226e-012 0 5 -2.36329e-012 4.02239e-012 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -155.557 61.8397 -15.1014 2 42.0894 -62.3375 30.53 4 7.41965e-028 1.77186e-027 -2.92376e-012 5 0 0 9.48688e-012 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 4.12268e-013 2.86013e-012 0 2 0 0 0 3 2.77556e-012 -1.16226e-012 0 Data Record #6 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 5 : 0.25 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399366 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 2.653391e+007 6.286064e-003 0.000000e+000 energy 3.882192e+002 3.821882e-004 3.882192e+001 displacement 2.756591e+001 2.756591e+001 2.756591e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399654 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 2.653391e+007 3.047126e-008 0.000000e+000 energy 3.882192e+002 1.445412e-007 3.882192e+001 displacement 2.756591e+001 6.789724e-003 2.775135e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.892396e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.904477e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -1.10187 -7.09646 -0.472564 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.472564 5 -4.33985 -6.61019 -0.472564 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 -1.36248 -5.86277 -10.1823 2 1.36249 5.86278 10.1824 4 3.60822e-012 -1.49186e-012 0 5 -5.09846e-012 -8.28764e-012 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -195.024 77.2835 -18.7471 2 52.8725 -77.858 38.0989 4 9.52372e-028 2.30341e-027 -3.79805e-012 5 0 0 -3.24774e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -1.49024e-012 -9.7795e-012 0 2 0 0 0 3 3.60822e-012 -1.49186e-012 0 Data Record #6 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 6 : 0.3 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 399654 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 2.653397e+007 8.119068e-003 0.000000e+000 energy 3.884852e+002 7.506510e-004 3.884852e+001 displacement 2.796016e+001 2.796016e+001 2.796016e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400122 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 2.653397e+007 5.054039e-008 0.000000e+000 energy 3.884852e+002 3.391587e-007 3.884852e+001 displacement 2.796016e+001 8.832206e-003 2.820377e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.788560e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.773156e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -1.11504 -7.17235 -0.601277 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.601277 5 -4.35128 -6.68634 -0.601277 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 -1.64142 -7.04664 -12.2303 2 1.64143 7.04665 12.2304 4 -1.52656e-012 -9.02056e-013 0 5 9.38648e-013 -2.84061e-012 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -234.636 92.6594 -22.3073 2 63.7573 -93.2798 45.598 4 5.75853e-028 -9.74521e-028 1.37867e-012 5 0 0 -1.24378e-011 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -5.87909e-013 -3.74267e-012 0 2 0 0 0 3 -1.52656e-012 -9.02056e-013 0 Data Record #6 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 7 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400122 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 2.653404e+007 1.106489e-002 0.000000e+000 energy 3.887402e+002 1.172219e-003 3.887402e+001 displacement 2.847903e+001 2.847903e+001 2.847903e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400122 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 2.653404e+007 8.357259e-008 0.000000e+000 energy 3.887402e+002 6.888834e-007 3.887402e+001 displacement 2.847903e+001 1.146634e-002 2.879843e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.958295e-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 : 2.525378e-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 -1.12821 -7.24824 -0.72999 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.72999 5 -4.36272 -6.76249 -0.72999 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 -1.92201 -8.22944 -14.2733 2 1.92202 8.22945 14.2733 4 1.94289e-012 -1.61329e-012 0 5 -1.82471e-012 2.60209e-012 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -274.325 107.924 -25.7589 2 74.7399 -108.552 52.9963 4 1.02989e-027 1.2403e-027 -2.16565e-012 5 0 0 3.2679e-012 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 1.18178e-013 9.88792e-013 0 2 0 0 0 3 1.94289e-012 -1.61329e-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 ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400122 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 2.653410e+007 1.579462e-002 0.000000e+000 energy 3.889842e+002 1.659818e-003 3.889842e+001 displacement 2.916085e+001 2.916085e+001 2.916085e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400302 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 2.653410e+007 1.366479e-007 0.000000e+000 energy 3.889842e+002 1.295758e-006 3.889842e+001 displacement 2.916085e+001 1.479673e-002 2.957791e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.685112e-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 : 5.862031e-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 -1.14138 -7.32413 -0.858703 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.858703 5 -4.37415 -6.83865 -0.858703 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 -2.20389 -9.40793 -16.3053 2 2.20389 9.40795 16.3054 4 -5.82867e-012 -6.245e-013 0 5 5.54461e-012 -1.0365e-012 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -314.006 123.025 -29.0743 2 85.8133 -123.611 60.2557 4 3.98667e-028 -3.7209e-027 5.68368e-012 5 0 0 -5.5312e-012 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -2.84061e-013 -1.661e-012 0 2 0 0 0 3 -5.82867e-012 -6.245e-013 0 Data Record #6 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 9 : 0.45 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400302 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 2.653416e+007 2.336869e-002 0.000000e+000 energy 3.892155e+002 2.234238e-003 3.892155e+001 displacement 3.005351e+001 3.005351e+001 3.005351e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400374 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 2.653416e+007 2.184951e-007 0.000000e+000 energy 3.892155e+002 2.310417e-006 3.892155e+001 displacement 3.005351e+001 1.887638e-002 3.059417e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.783868e-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 : 6.913542e-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 -1.15456 -7.40002 -0.987416 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.987416 5 -4.38559 -6.9148 -0.987416 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 -2.48656 -10.5781 -18.3193 2 2.48657 10.5781 18.3194 4 6.38378e-012 -2.65413e-012 0 5 -6.15718e-012 4.42354e-012 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -353.569 137.899 -32.2205 2 96.967 -138.384 67.3304 4 1.69434e-027 4.07527e-027 -6.7218e-012 5 0 0 5.85519e-012 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 2.26598e-013 1.76942e-012 0 2 0 0 0 3 6.38378e-012 -2.65413e-012 0 Data Record #6 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 10 : 0.5 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400374 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 2.653423e+007 3.542817e-002 0.000000e+000 energy 3.894329e+002 2.930825e-003 3.894329e+001 displacement 3.121439e+001 3.121439e+001 3.121439e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400338 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 2.653423e+007 3.366889e-007 0.000000e+000 energy 3.894329e+002 3.931081e-006 3.894329e+001 displacement 3.121439e+001 2.363450e-002 3.190725e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.680790e-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 : 2.167780e-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 -1.16773 -7.47591 -1.11613 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.11613 5 -4.39703 -6.99095 -1.11613 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 -2.76939 -11.7348 -20.3066 2 2.76939 11.7348 20.3066 4 -1.38778e-012 -1.66533e-012 0 5 -9.21572e-014 -7.90167e-012 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -392.875 152.468 -35.1596 2 108.185 -152.782 74.1663 4 1.06311e-027 -8.85928e-028 1.12753e-012 5 0 0 -3.17824e-011 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -1.47994e-012 -9.567e-012 0 2 0 0 0 3 -1.38778e-012 -1.66533e-012 0 Data Record #6 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 11 : 0.55 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400338 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 2.653429e+007 5.442395e-002 0.000000e+000 energy 3.896355e+002 3.805807e-003 3.896355e+001 displacement 3.270762e+001 3.270762e+001 3.270762e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400590 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 2.653429e+007 4.907486e-007 0.000000e+000 energy 3.896355e+002 6.367024e-006 3.896355e+001 displacement 3.270762e+001 2.877752e-002 3.358039e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.568146e-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 : 2.293249e-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 -1.1809 -7.5518 -1.24484 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.24484 5 -4.40846 -7.0671 -1.24484 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 -3.05153 -12.8721 -22.2565 2 3.05153 12.8721 22.2565 4 6.93889e-013 -2.18575e-012 0 5 -1.41868e-012 -2.32453e-012 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -431.755 166.645 -37.8484 2 119.446 -166.702 80.701 4 1.39534e-027 4.42964e-028 -1.01301e-012 5 0 0 -1.49968e-011 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -7.24789e-013 -4.51028e-012 0 2 0 0 0 3 6.93889e-013 -2.18575e-012 0 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400590 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 2.653434e+007 8.381650e-002 0.000000e+000 energy 3.898227e+002 4.971710e-003 3.898227e+001 displacement 3.459664e+001 3.459664e+001 3.459664e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400626 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 2.653434e+007 6.612211e-007 0.000000e+000 energy 3.898227e+002 9.718332e-006 3.898227e+001 displacement 3.459664e+001 3.365076e-002 3.566890e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.532570e-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 : 4.718958e-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 -1.19408 -7.62769 -1.37355 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.37355 5 -4.4199 -7.14325 -1.37355 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 -3.33196 -13.9829 -24.1571 2 3.33195 13.9829 24.1571 4 -4.44089e-012 -1.59595e-012 0 5 4.6187e-012 3.11817e-012 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -470.006 180.328 -40.24 2 130.72 -180.03 86.8646 4 1.01882e-027 -2.83497e-027 4.1637e-012 5 0 0 5.02883e-012 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 1.77809e-013 1.52222e-012 0 2 0 0 0 3 -4.44089e-012 -1.59595e-012 0 Data Record #6 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 13 : 0.65 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400626 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 2.653440e+007 1.280233e-001 0.000000e+000 energy 3.899993e+002 6.592203e-003 3.899993e+001 displacement 3.692761e+001 3.692761e+001 3.692761e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400698 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 2.653440e+007 7.946367e-007 0.000000e+000 energy 3.899993e+002 1.377448e-005 3.899993e+001 displacement 3.692761e+001 3.721566e-002 3.819995e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.784434e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.920380e-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 -1.20725 -7.70358 -1.50227 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.50227 5 -4.43134 -7.21941 -1.50227 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 -3.60938 -15.0592 -25.9947 2 3.60937 15.0592 25.9947 4 3.88578e-012 5.86337e-012 0 5 -4.50161e-012 -7.15573e-013 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -507.393 193.409 -42.2862 2 141.966 -192.646 92.5833 4 1.92689e-027 2.4806e-027 -4.30033e-012 5 0 0 -1.24233e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -6.15827e-013 -3.73399e-012 0 2 0 -8.88178e-012 0 3 3.88578e-012 -3.01842e-012 0 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400734 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 2.653445e+007 1.918105e-001 0.000000e+000 energy 3.901620e+002 8.774054e-003 3.901620e+001 displacement 3.970737e+001 3.970737e+001 3.970737e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400950 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 2.653445e+007 8.336265e-007 0.000000e+000 energy 3.901620e+002 1.779682e-005 3.901620e+001 displacement 3.970737e+001 3.834468e-002 4.115115e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.464452e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.576224e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -1.22042 -7.77948 -1.63098 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.63098 5 -4.44277 -7.29556 -1.63098 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 -3.88235 -16.0925 -27.7552 2 3.88232 16.0925 27.7552 4 -2.77556e-012 6.62664e-012 0 5 1.75749e-012 -4.12864e-012 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -543.662 205.778 -43.9412 2 153.137 -204.428 97.784 4 1.43963e-027 -1.77186e-027 2.41513e-012 5 0 0 -2.12224e-011 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -1.01807e-012 -6.38378e-012 0 2 0 -8.88178e-012 0 3 -2.77556e-012 -2.25514e-012 0 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 400986 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 2.653450e+007 2.788111e-001 0.000000e+000 energy 3.903151e+002 1.173801e-002 3.903151e+001 displacement 4.287279e+001 4.287279e+001 4.287279e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401274 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 2.653450e+007 7.363960e-007 0.000000e+000 energy 3.903151e+002 2.034562e-005 3.903151e+001 displacement 4.287279e+001 3.593557e-002 4.441598e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.348710e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.064329e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -1.2336 -7.85537 -1.75969 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.75969 5 -4.45421 -7.37171 -1.75969 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 -4.14927 -17.0744 -29.4248 2 4.14923 17.0745 29.4247 4 8.32667e-013 5.93275e-012 0 5 -1.09613e-012 1.6263e-012 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -578.554 217.332 -45.1674 2 164.177 -215.27 102.402 4 1.8826e-027 5.31557e-028 -1.26415e-012 5 0 0 -4.42291e-012 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -2.63461e-013 -1.32273e-012 0 2 0 -8.88178e-012 0 3 8.32667e-013 -2.94903e-012 0 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401274 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 2.653455e+007 3.888686e-001 0.000000e+000 energy 3.904526e+002 1.397054e-002 3.904526e+001 displacement 4.625333e+001 4.625333e+001 4.625333e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401310 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 2.653455e+007 5.031434e-007 0.000000e+000 energy 3.904526e+002 1.947682e-005 3.904526e+001 displacement 4.625333e+001 2.927199e-002 4.776604e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.352096e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.621533e-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 -1.24677 -7.93126 -1.88841 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.88841 5 -4.46564 -7.44786 -1.88841 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 -4.40852 -17.9979 -30.9922 2 4.40847 17.998 30.9921 4 3.05311e-012 5.41234e-012 0 5 -3.91505e-012 -1.81279e-012 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -611.838 227.994 -45.9429 2 175.029 -225.096 106.392 4 2.21482e-027 1.94904e-027 -3.54222e-012 5 0 0 -1.75699e-011 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -8.61941e-013 -5.28223e-012 0 2 0 -8.88178e-012 0 3 3.05311e-012 -3.46945e-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 ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401310 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 2.653460e+007 5.125998e-001 0.000000e+000 energy 3.908267e+002 2.050004e-002 3.908267e+001 displacement 4.955898e+001 4.955898e+001 4.955898e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401202 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 2.653460e+007 2.958648e-007 0.000000e+000 energy 3.908267e+002 1.496345e-005 3.908267e+001 displacement 4.955898e+001 2.037696e-002 5.089222e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.703076e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.510281e-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 -1.25994 -8.00715 -2.01712 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.01712 5 -4.47708 -7.52401 -2.01712 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 -4.65876 -18.8582 -32.4501 2 4.65872 18.8582 32.45 4 -3.60822e-012 6.17562e-012 0 5 2.39392e-012 -4.90059e-012 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -643.344 237.723 -46.2663 2 185.637 -233.872 109.737 4 1.72756e-027 -2.30341e-027 3.17323e-012 5 0 0 -2.52887e-011 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -1.21431e-012 -7.60676e-012 0 2 0 -8.88178e-012 0 3 -3.60822e-012 -2.70617e-012 0 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401202 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 2.653465e+007 6.334284e-001 0.000000e+000 energy 3.908321e+002 2.703148e-002 3.908321e+001 displacement 5.239954e+001 5.239954e+001 5.239954e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401310 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 2.653465e+007 1.728942e-007 0.000000e+000 energy 3.908321e+002 6.234844e-006 3.908321e+001 displacement 5.239954e+001 9.446781e-003 5.330287e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.169461e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.881784e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.379462e-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 -1.27312 -8.08304 -2.14583 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.14583 5 -4.48852 -7.60017 -2.14583 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 -4.89899 -19.6542 -33.798 2 4.89897 19.6542 33.7979 4 -1.11022e-012 5.68989e-012 0 5 -7.02563e-013 -8.36137e-012 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -673.003 246.531 -46.1662 2 195.959 -241.637 112.462 4 2.03763e-027 -7.08742e-028 6.25245e-013 5 0 0 -3.83934e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -1.81279e-012 -1.15533e-011 0 2 0 -8.88178e-012 0 3 -1.11022e-012 -3.19189e-012 0 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401310 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 2.653469e+007 7.170565e-001 0.000000e+000 energy 3.908324e+002 3.486733e-002 3.908324e+001 displacement 5.414354e+001 5.414354e+001 5.414354e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401418 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 2.653469e+007 6.035477e-007 0.000000e+000 energy 3.908324e+002 4.731490e-007 3.908324e+001 displacement 5.414354e+001 2.142287e-003 5.439114e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.405441e-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 : 7.877708e-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 -1.28629 -8.15893 -2.27454 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.27454 5 -4.49995 -7.67632 -2.27454 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 -5.1285 -20.3909 -35.0457 2 5.12866 20.391 35.0461 4 -7.49401e-012 6.45317e-012 0 5 5.32777e-012 -1.14578e-011 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -700.922 254.509 -45.7202 2 205.983 -248.529 114.66 4 1.55037e-027 -4.78401e-027 7.06562e-012 5 0 0 -4.61409e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -2.16624e-012 -1.38865e-011 0 2 0 -8.88178e-012 0 3 -7.49401e-012 -2.42861e-012 0 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401418 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 2.653475e+007 7.390236e-001 0.000000e+000 energy 3.909122e+002 4.181736e-002 3.909122e+001 displacement 5.439809e+001 5.439809e+001 5.439809e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10032 Nr of nonzeroes in stiffness matrix ....... : 401382 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 2.653475e+007 1.616040e-005 0.000000e+000 energy 3.909122e+002 5.165549e-006 3.909122e+001 displacement 5.439809e+001 2.328404e-003 5.402148e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.851426e-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 : 4.335560e-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 -1.29946 -8.23482 -2.40326 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.40326 5 -4.51139 -7.75247 -2.40326 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 -5.34708 -21.0782 -36.21 2 5.34828 21.0788 36.213 4 -2.77556e-012 5.55112e-012 0 5 2.62052e-012 2.87097e-012 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -727.341 261.796 -45.0372 2 215.729 -254.757 116.465 4 2.12623e-027 -1.77186e-027 2.25505e-012 5 0 0 -1.56809e-012 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 -1.55041e-013 -4.59702e-013 0 2 0 -8.88178e-012 0 3 -2.77556e-012 -3.33067e-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: 0:00:07 Elapsed time : 0:01:01 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (0.85 sec) Initialization time ............. : 0:00:00 (0.06 sec) Solve time ...................... : 0:01:01 (60.76 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0.312 sec) reforming stiffness .......... : 0:00:05 (5.118 sec) evaluating stiffness ......... : 0:00:02 (2.044 sec) evaluating residual .......... : 0:00:00 (0.402 sec) model update ................. : 0:00:45 (44.547 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:07 (7.278 sec) Total elapsed time .............. : 0:01:02 (61.67 sec) N O R M A L T E R M I N A T I O N