=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 8 . 2 . 11195 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_tension_r100.0.feb Plot file : FeBio_custom_tension_r100.0.xplt Log file : FeBio_custom_tension_r100.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 52093 Number of solid elements ....................... : 13306 Number of shell elements ....................... : 96714 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 =========================================================================== 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 symmetric_stiffness ............................... : false 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-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -14.7,-10.6,3.19 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -8.02,-10.77,-16.02 --------------------------------------------------------------------------- 3 - ACL (type: coupled trans-iso Mooney-Rivlin) density ........................................... : 1e-09 c1 ................................................ : 0.0255758 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 982.46 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 2.55758 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -8.02,-10.77,3.19 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -8.01918,-10.7271,3.19 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -14.7, -10.6, 3.19 mass : 6.43658e-316 Ixx Ixy Ixz : 2.96439e-323, 2.122e-314, 3.95253e-322 Ixy Iyy Iyz : 2.122e-314, 5.50965e-310, 3.16202e-322 Ixz Iyz Izz : 3.95253e-322, 3.16202e-322, 6.43658e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -8.02, -10.77, -16.02 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 6.43699e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.43699e-316 Ixz Iyz Izz : 6.43699e-316, 6.43699e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -8.02, -10.77, 3.19 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 : -8.01918, -10.7271, 3.19 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 =========================================================================== LOADCURVE DATA =========================================================================== 1 0 0 1 3.35 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370935 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 8.519547e+00 1.259580e+08 0.000000e+00 energy 2.778442e+00 3.293406e-02 2.778442e-01 displacement 3.196642e+01 3.196642e+01 3.196642e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370935 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 8.519547e+00 4.812175e-04 0.000000e+00 energy 2.778442e+00 6.191881e-04 2.778442e-01 displacement 3.196642e+01 9.234117e-01 2.942180e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.400852e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.659238e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 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 -14.7196 -10.4962 3.32002 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.32002 5 -8.01722 -10.6237 3.32002 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 -0.034625 0.15286 0.199026 2 0.0336618 -0.148275 -0.193306 4 -7.6588e-12 8.15185e-14 0 5 7.64551e-12 -1.48231e-12 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 4.97254 -4.36928 4.2206 2 -2.02118 3.61254 -3.12374 4 1.08604e-28 1.02036e-26 3.28857e-13 5 0 0 9.36011e-12 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 1.32984e-14 1.40079e-12 0 2 0 0 0 3 7.6588e-12 -8.15185e-14 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370863 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 1.369997e+01 1.259580e+08 0.000000e+00 energy 3.415324e+00 7.202063e-03 3.415324e-01 displacement 3.000817e+01 3.000817e+01 3.000817e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 1.369997e+01 8.640076e-06 0.000000e+00 energy 3.415324e+00 1.520668e-05 3.415324e-01 displacement 3.000817e+01 1.075118e-01 2.961216e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.138939e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.443539e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 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 -14.7391 -10.3924 3.45003 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.45003 5 -8.01525 -10.5203 3.45003 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 -0.0889951 0.390909 0.51247 2 0.0888085 -0.389612 -0.511134 4 2.43729e-12 -1.74692e-13 0 5 -2.47032e-12 -2.96407e-12 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 12.7518 -11.2271 10.7783 2 -5.32955 9.49542 -8.16398 4 -2.32737e-28 -3.24712e-27 -1.04775e-13 5 0 0 2.09737e-11 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 3.30343e-14 3.13877e-12 0 2 0 0 0 3 -2.43729e-12 1.74692e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 3.391233e+01 1.259580e+08 0.000000e+00 energy 4.890639e+00 1.184261e-02 4.890639e-01 displacement 2.915896e+01 2.915896e+01 2.915896e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370899 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 3.391233e+01 1.312701e-06 0.000000e+00 energy 4.890639e+00 7.260622e-06 4.890639e-01 displacement 2.915896e+01 1.170656e-01 2.874975e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.538707e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.213675e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 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 -14.7587 -10.2887 3.58005 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.58005 5 -8.01329 -10.417 3.58005 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 -0.173779 0.771556 1.01131 2 0.173495 -0.769837 -1.00945 4 -5.21284e-12 -9.31059e-14 0 5 5.16653e-12 -4.44536e-12 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 25.1047 -22.0645 21.1459 2 -10.4589 18.6237 -15.9991 4 -1.24042e-28 6.9449e-27 2.2371e-13 5 0 0 3.03266e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 4.63158e-14 4.53847e-12 0 2 0 0 0 3 5.21284e-12 9.31059e-14 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370899 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 1.164978e+02 1.259580e+08 0.000000e+00 energy 7.751424e+00 1.337807e-02 7.751424e-01 displacement 2.831260e+01 2.831260e+01 2.831260e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370863 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 1.164978e+02 5.659820e-07 0.000000e+00 energy 7.751424e+00 3.032616e-06 7.751424e-01 displacement 2.831260e+01 1.132961e-01 2.794131e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.148275e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.233614e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 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 -14.7783 -10.1849 3.71006 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.71006 5 -8.01132 -10.3136 3.71006 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 -0.305365 1.38316 1.80626 2 0.305188 -1.3821 -1.8051 4 5.22152e-12 -3.55618e-13 0 5 -4.94986e-12 1.18352e-11 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 44.7906 -39.2336 37.6097 2 -18.5513 33.0308 -28.4211 4 -4.73779e-28 -6.95646e-27 -2.24449e-13 5 0 0 -7.67272e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -2.7166e-13 -1.14795e-11 0 2 0 0 0 3 -5.22152e-12 3.55618e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370863 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 4.127862e+02 1.259580e+08 0.000000e+00 energy 1.279079e+01 6.981197e-02 1.279079e+00 displacement 2.755456e+01 2.755456e+01 2.755456e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370935 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 4.127862e+02 2.528220e-05 0.000000e+00 energy 1.279079e+01 9.857522e-06 1.279079e+00 displacement 2.755456e+01 9.296663e-02 2.736239e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.008206e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.444024e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 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 -14.7978 -10.0811 3.84008 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.84008 5 -8.00935 -10.2102 3.84008 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 -0.515165 2.39521 3.10878 2 0.514359 -2.39104 -3.10378 4 -2.42861e-12 -2.74032e-13 0 5 2.68706e-12 1.03528e-11 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 77.0816 -67.2015 64.5351 2 -31.6087 56.2763 -48.5771 4 -3.65084e-28 3.23556e-27 1.04036e-13 5 0 0 -6.73671e-11 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -2.58447e-13 -1.00787e-11 0 2 0 0 0 3 2.42861e-12 2.74032e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370899 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 2.853175e+03 1.259580e+08 0.000000e+00 energy 2.605185e+01 2.911045e-02 2.605185e+00 displacement 2.723410e+01 2.723410e+01 2.723410e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 2.853175e+03 1.901007e-03 0.000000e+00 energy 2.605185e+01 5.948601e-05 2.605185e+00 displacement 2.723410e+01 6.746557e-02 2.716990e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.853175e+03 1.362417e-07 0.000000e+00 energy 2.605185e+01 8.309516e-08 2.605185e+00 displacement 2.723410e+01 3.253176e-06 2.717553e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.077413e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.042735e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -14.8174 -9.97734 3.97009 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 3.97009 5 -8.00739 -10.1069 3.97009 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 -0.860794 4.11659 5.30643 2 0.860789 -4.11657 -5.30641 4 -1.04257e-11 -1.86212e-13 0 5 1.03331e-11 -8.89073e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 131.639 -114.148 109.878 2 -53.5541 95.2852 -82.5779 4 -2.48084e-28 1.38898e-26 4.4742e-13 5 0 0 6.06531e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 9.26315e-14 9.07694e-12 0 2 0 0 0 3 1.04257e-11 1.86212e-13 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 6.783750e+03 1.259580e+08 0.000000e+00 energy 4.256817e+01 5.511709e-02 4.256817e+00 displacement 2.697325e+01 2.697325e+01 2.697325e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 6.783750e+03 9.263282e-03 0.000000e+00 energy 4.256817e+01 1.865812e-04 4.256817e+00 displacement 2.697325e+01 5.497150e-02 2.707863e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.783750e+03 1.066936e-05 0.000000e+00 energy 4.256817e+01 5.050597e-07 4.256817e+00 displacement 2.697325e+01 1.164160e-05 2.708563e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.942553e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.463498e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -14.837 -9.87357 4.10011 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.10011 5 -8.00542 -10.0035 4.10011 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 -1.46051 7.18056 9.19255 2 1.46051 -7.18054 -9.19254 4 1.73472e-14 -4.48318e-13 4.44089e-12 5 2.08031e-13 7.38721e-12 -4.44089e-12 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 228.332 -196.77 189.927 2 -92.0988 163.49 -142.286 4 1.90646e-13 -3.62612e-15 -1.11078e-15 5 0 0 -4.63861e-11 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -2.25379e-13 -6.93889e-12 0 2 0 0 0 3 -1.73472e-14 4.48318e-13 -4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370827 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 1.878312e+04 1.259580e+08 0.000000e+00 energy 7.463203e+01 4.792792e-01 7.463203e+00 displacement 2.695450e+01 2.695450e+01 2.695450e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370647 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 1.878312e+04 1.078650e-01 0.000000e+00 energy 7.463203e+01 7.996791e-05 7.463203e+00 displacement 2.695450e+01 6.956530e-02 2.649232e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370647 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.878312e+04 3.287789e-05 0.000000e+00 energy 7.463203e+01 1.705880e-06 7.463203e+00 displacement 2.695450e+01 2.992688e-05 2.649904e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.203896e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.105215e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -14.8565 -9.76979 4.23012 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.23012 5 -8.00346 -9.90014 4.23012 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 -2.56552 12.9273 16.4497 2 2.56552 -12.9273 -16.4497 4 1.00961e-11 -7.05274e-13 -4.44089e-12 5 -9.8905e-12 5.90511e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 409.463 -350.201 338.982 2 -164.137 289.695 -253.17 4 -1.90646e-13 3.62612e-15 -4.33998e-13 5 0 0 -3.47653e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -2.05592e-13 -5.19983e-12 0 2 0 0 0 3 -1.00961e-11 7.05274e-13 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370647 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 2.069927e+04 1.259581e+08 0.000000e+00 energy 8.091286e+01 8.360635e-01 8.091286e+00 displacement 2.573130e+01 2.573130e+01 2.573130e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370611 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 2.069927e+04 3.898609e-01 0.000000e+00 energy 8.091286e+01 2.575348e-03 8.091286e+00 displacement 2.573130e+01 1.080409e-01 2.438640e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370575 3 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.069927e+04 2.812483e-04 0.000000e+00 energy 8.091286e+01 5.714851e-06 8.091286e+00 displacement 2.573130e+01 2.366353e-04 2.433682e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.803909e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.116449e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -14.8761 -9.66602 4.36014 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.36014 5 -8.00149 -9.79677 4.36014 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 -4.53577 23.2649 29.4742 2 4.53577 -23.2649 -29.4742 4 2.46331e-12 -6.23416e-13 -4.44089e-12 5 -2.271e-12 4.42246e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 734.575 -625.12 606.338 2 -292.972 515.482 -451.839 4 -1.90646e-13 3.62612e-15 -1.06258e-13 5 0 0 -2.54052e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -1.9231e-13 -3.79904e-12 0 2 0 0 0 3 -2.46331e-12 6.23416e-13 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370575 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 2.906694e+04 1.259581e+08 0.000000e+00 energy 9.978427e+01 1.207569e+00 9.978427e+00 displacement 2.241300e+01 2.241300e+01 2.241300e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370467 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 2.906694e+04 1.143503e+00 0.000000e+00 energy 9.978427e+01 4.265933e-03 9.978427e+00 displacement 2.241300e+01 2.761487e-01 2.018025e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370467 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.906694e+04 8.739335e-04 0.000000e+00 energy 9.978427e+01 1.170091e-05 9.978427e+00 displacement 2.241300e+01 1.221502e-03 2.007131e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.552662e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.595602e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -14.8957 -9.56224 4.49015 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.49015 5 -7.99952 -9.69341 4.49015 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 -7.57471 39.2582 49.6008 2 7.57484 -39.2589 -49.6015 4 3.33067e-12 -7.04189e-13 -4.44089e-12 5 -3.49262e-12 -1.48216e-11 4.44089e-12 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 1235.06 -1051.34 1020.57 2 -489.779 865.675 -759.808 4 -1.90646e-13 3.62612e-15 -1.4356e-13 5 0 0 1.03745e-10 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 1.61953e-13 1.55258e-11 0 2 0 0 0 3 -3.33067e-12 7.04189e-13 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370467 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 3.045535e+04 1.259581e+08 0.000000e+00 energy 1.049204e+02 6.307330e-01 1.049204e+01 displacement 1.799763e+01 1.799763e+01 1.799763e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 3.045535e+04 2.711040e-01 0.000000e+00 energy 1.049204e+02 3.792822e-03 1.049204e+01 displacement 1.799763e+01 2.715653e-01 1.704676e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 3 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.045535e+04 4.636521e-05 0.000000e+00 energy 1.049204e+02 4.391074e-06 1.049204e+01 displacement 1.799763e+01 8.577821e-04 1.702576e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.781882e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.655011e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -14.9152 -9.45847 4.62017 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.62017 5 -7.99756 -9.59004 4.62017 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 -11.4082 59.4487 74.9912 2 11.4084 -59.4494 -74.9921 4 4.89192e-12 -7.97973e-13 -4.44089e-12 5 -4.73254e-12 1.45717e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 1863.75 -1591.63 1545.12 2 -735.086 1310.03 -1150.18 4 -1.90646e-13 3.62612e-15 -2.1066e-13 5 0 0 -4.42421e-12 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -1.59378e-13 -6.59195e-13 0 2 0 0 0 3 -4.89192e-12 7.97973e-13 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 3.370228e+04 1.259581e+08 0.000000e+00 energy 1.124584e+02 1.238060e-01 1.124584e+01 displacement 1.661552e+01 1.661552e+01 1.661552e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 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 3.370228e+04 1.542031e-01 0.000000e+00 energy 1.124584e+02 1.636114e-03 1.124584e+01 displacement 1.661552e+01 1.539775e-01 1.666354e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.370228e+04 6.361222e-05 0.000000e+00 energy 1.124584e+02 4.777285e-06 1.124584e+01 displacement 1.661552e+01 2.372033e-04 1.667699e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.515934e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.285647e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -14.9348 -9.35469 4.75018 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.75018 5 -7.99559 -9.48667 4.75018 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 -15.6025 81.5456 102.764 2 15.6022 -81.5448 -102.763 4 -2.77556e-12 -7.16116e-13 -4.44089e-12 5 2.92165e-12 -2.11419e-14 4.44089e-12 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 2549.95 -2184.51 2120.45 2 -1001.67 1797.96 -1578.65 4 -1.90646e-13 3.62612e-15 1.18569e-13 5 0 0 4.90692e-12 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -1.46096e-13 7.37257e-13 0 2 0 0 0 3 2.77556e-12 7.16116e-13 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370359 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 4.075046e+04 1.259581e+08 0.000000e+00 energy 1.286085e+02 1.311296e-01 1.286085e+01 displacement 1.680465e+01 1.680465e+01 1.680465e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370323 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 4.075046e+04 4.686126e-02 0.000000e+00 energy 1.286085e+02 5.525656e-04 1.286085e+01 displacement 1.680465e+01 7.678684e-02 1.697632e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370323 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.075046e+04 6.230922e-05 0.000000e+00 energy 1.286085e+02 1.159887e-06 1.286085e+01 displacement 1.680465e+01 4.202482e-05 1.698438e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.310817e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.764264e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -14.9544 -9.25091 4.8802 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 4.8802 5 -7.99362 -9.38331 4.8802 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 -19.9529 104.477 131.573 2 19.953 -104.477 -131.573 4 -1.52656e-12 -8.03936e-13 -4.44089e-12 5 1.65612e-12 -1.50325e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 3261 -2800.84 2718.42 2 -1277.28 2305.49 -2024.26 4 -1.90646e-13 3.62612e-15 6.48782e-14 5 0 0 1.53974e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -1.29562e-13 2.30718e-12 0 2 0 0 0 3 1.52656e-12 8.03936e-13 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370323 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 4.886684e+04 1.259580e+08 0.000000e+00 energy 1.425450e+02 3.696879e-01 1.425450e+01 displacement 1.705046e+01 1.705046e+01 1.705046e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 4.886684e+04 1.984747e-02 0.000000e+00 energy 1.425450e+02 4.814686e-04 1.425450e+01 displacement 1.705046e+01 6.236809e-02 1.719686e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.886684e+04 1.539206e-06 0.000000e+00 energy 1.425450e+02 9.420006e-07 1.425450e+01 displacement 1.705046e+01 2.896679e-05 1.720559e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.878754e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.539973e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -14.9739 -9.14714 5.01021 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.01021 5 -7.99166 -9.27994 5.01021 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 -24.3599 127.718 160.76 2 24.3599 -127.717 -160.76 4 -3.1225e-13 -8.9013e-13 4.44089e-12 5 4.25278e-13 -2.98698e-12 -4.44089e-12 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 3981.09 -3426.08 3325.01 2 -1556.06 2820.46 -2476.4 4 1.90646e-13 -3.62612e-15 1.2678e-14 5 0 0 2.58879e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -1.13028e-13 3.87711e-12 0 2 0 0 0 3 3.1225e-13 8.9013e-13 -4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 5.071481e+04 1.259580e+08 0.000000e+00 energy 1.553398e+02 2.656905e-01 1.553398e+01 displacement 1.722888e+01 1.722888e+01 1.722888e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 5.071481e+04 8.538484e-03 0.000000e+00 energy 1.553398e+02 3.135577e-04 1.553398e+01 displacement 1.722888e+01 4.999040e-02 1.729862e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.071481e+04 1.608386e-05 0.000000e+00 energy 1.553398e+02 2.698440e-06 1.553398e+01 displacement 1.722888e+01 2.232950e-05 1.729906e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.232419e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.717063e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -14.9935 -9.04336 5.14023 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.14023 5 -7.98969 -9.17658 5.14023 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 -28.775 151.014 190.009 2 28.7752 -151.014 -190.01 4 1.249e-12 -9.84456e-13 -4.44089e-12 5 -8.14778e-13 1.3301e-11 4.44089e-12 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 4702.53 -4053.28 3933.48 2 -1835.13 3337.16 -2930.09 4 -1.90646e-13 3.62612e-15 -5.44231e-14 5 0 0 -8.23397e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -4.34223e-13 -1.23165e-11 0 2 0 0 0 3 -1.249e-12 9.84456e-13 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 5.645469e+04 1.259580e+08 0.000000e+00 energy 1.677095e+02 1.266555e-01 1.677095e+01 displacement 1.732978e+01 1.732978e+01 1.732978e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 5.645469e+04 6.677891e-03 0.000000e+00 energy 1.677095e+02 1.975437e-04 1.677095e+01 displacement 1.732978e+01 4.732301e-02 1.739443e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.645469e+04 1.043718e-05 0.000000e+00 energy 1.677095e+02 8.367056e-06 1.677095e+01 displacement 1.732978e+01 2.058686e-05 1.739190e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.017412e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.019037e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -15.0131 -8.93959 5.27025 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.27025 5 -7.98773 -9.07321 5.27025 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 -33.1665 174.201 219.111 2 33.1665 -174.201 -219.112 4 2.08167e-12 -1.06577e-12 -4.44089e-12 5 -2.00171e-12 -5.95119e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 5420.36 -4677.78 4539.38 2 -2112.66 3851.64 -3381.9 4 -1.90646e-13 3.62612e-15 -9.02357e-14 5 0 0 4.68688e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -7.99599e-14 7.01696e-12 0 2 0 0 0 3 -2.08167e-12 1.06577e-12 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370395 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 5.687621e+04 1.259580e+08 0.000000e+00 energy 1.731539e+02 1.653600e-01 1.731539e+01 displacement 1.740286e+01 1.740286e+01 1.740286e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 5.687621e+04 3.751464e-03 0.000000e+00 energy 1.731539e+02 1.178581e-04 1.731539e+01 displacement 1.740286e+01 4.662330e-02 1.745552e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 3 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.687621e+04 1.911137e-06 0.000000e+00 energy 1.731539e+02 4.223678e-07 1.731539e+01 displacement 1.740286e+01 8.573501e-06 1.745262e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.587115e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.669714e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -15.0326 -8.83581 5.40026 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.40026 5 -7.98576 -8.96984 5.40026 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 -37.5147 197.175 247.939 2 37.5147 -197.175 -247.939 4 3.33067e-12 -1.15359e-12 4.44089e-12 5 -3.26724e-12 -7.43329e-12 -4.44089e-12 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 6131.47 -5296.67 5139.92 2 -2387.49 4361.55 -3829.77 4 1.90646e-13 -3.62612e-15 -1.43927e-13 5 0 0 5.73593e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -6.34258e-14 8.58688e-12 0 2 0 0 0 3 -3.33067e-12 1.15359e-12 -4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 5.764690e+04 1.259580e+08 0.000000e+00 energy 1.788498e+02 1.053476e-01 1.788498e+01 displacement 1.743669e+01 1.743669e+01 1.743669e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 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 5.764690e+04 4.945620e-04 0.000000e+00 energy 1.788498e+02 3.548493e-05 1.788498e+01 displacement 1.743669e+01 4.604219e-02 1.748787e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.781234e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.043701e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 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 -15.0522 -8.73203 5.53028 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.53028 5 -7.98379 -8.86648 5.53028 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 -41.8095 219.885 276.426 2 41.8101 -219.888 -276.43 4 -3.95517e-12 -1.0777e-12 -4.44089e-12 5 4.34304e-12 8.84926e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 6834.31 -5908.53 5733.7 2 -2659.12 4865.72 -4272.69 4 -1.90646e-13 3.62612e-15 1.68914e-13 5 0 0 -5.19697e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -3.87873e-13 -7.77156e-12 0 2 0 0 0 3 3.95517e-12 1.0777e-12 4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 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 5.860088e+04 1.259580e+08 0.000000e+00 energy 1.808741e+02 1.244012e-01 1.808741e+01 displacement 1.743498e+01 1.743498e+01 1.743498e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 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 5.860088e+04 1.915553e-04 0.000000e+00 energy 1.808741e+02 2.100292e-05 1.808741e+01 displacement 1.743498e+01 4.596464e-02 1.745922e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.212744e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.329475e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 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 -15.0718 -8.62826 5.66029 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.66029 5 -7.98183 -8.76311 5.66029 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 -46.0457 242.309 304.551 2 46.0471 -242.31 -304.549 4 -2.70617e-12 -1.16552e-12 4.44089e-12 5 3.07751e-12 7.36715e-12 -4.44089e-12 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 7528.35 -6512.85 6320.11 2 -2927.21 5363.5 -4710.09 4 1.90646e-13 -3.62612e-15 1.15223e-13 5 0 0 -4.14792e-11 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -3.71339e-13 -6.20164e-12 0 2 0 0 0 3 2.70617e-12 1.16552e-12 -4.44089e-12 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 ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370539 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 5.843356e+04 1.259580e+08 0.000000e+00 energy 1.816749e+02 5.581497e-02 1.816749e+01 displacement 1.744560e+01 1.744560e+01 1.744560e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 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 5.843356e+04 7.897752e-03 0.000000e+00 energy 1.816749e+02 2.835909e-04 1.816749e+01 displacement 1.744560e+01 4.578210e-02 1.749994e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 9681 Nr of nonzeroes in stiffness matrix ....... : 370503 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.843356e+04 9.287269e-04 0.000000e+00 energy 1.816749e+02 8.989426e-05 1.816749e+01 displacement 1.744560e+01 2.634149e-05 1.750041e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.645281e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.764187e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -15.0913 -8.52448 5.79031 2 -8.02 -10.77 -16.02 4 -8.02 -10.77 5.79031 5 -7.97986 -8.65974 5.79031 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 -50.2239 264.436 332.287 2 50.224 -264.436 -332.287 4 -1.17961e-12 -1.25876e-12 -4.44089e-12 5 1.53442e-12 5.89047e-12 4.44089e-12 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 8212.98 -7109.02 6898.94 2 -3191.7 5854.71 -5141.81 4 -1.90646e-13 3.62612e-15 4.96126e-14 5 0 0 -3.09887e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 -3.54805e-13 -4.63171e-12 0 2 0 0 0 3 1.17961e-12 1.25876e-12 4.44089e-12 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 ............ : 53 Average number of equilibrium iterations .......... : 2.65 Total number of right hand evaluations ............ : 73 Total number of stiffness reformations ............ : 53 Time in linear solver: 0:00:04 Elapsed time : 0:00:29 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:00:29 (29 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1 sec) reforming stiffness .......... : 0:00:04 (4 sec) evaluating stiffness ......... : 0:00:02 (2 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:18 (18 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:04 (4 sec) Total elapsed time .............. : 0:00:30 (30 sec) N O R M A L T E R M I N A T I O N