=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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.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 ................................ : 68250 Number of solid elements ....................... : 99435 Number of shell elements ....................... : 95256 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 .................................... : 5.75,-13.74,14.53 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.275,-12.32,-10.55 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-09 k ................................................. : 1.30208e+06 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 0.000314629 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 130.208 lam_max ........................................... : 1.046 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.275,-12.32,14.53 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.184524,-13.0537,14.53 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : 5.75, -13.74, 14.53 mass : 6.5663e-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, 6.5663e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 0.275, -12.32, -10.55 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 6.56671e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.56671e-316 Ixz Iyz Izz : 6.56671e-316, 6.56671e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : 0.275, -12.32, 14.53 mass : 0 Ixx Ixy Ixz : 0, 0, 4.78719e+180 Ixy Iyy Iyz : 0, 2.43299e-152, 0 Ixz Iyz Izz : 4.78719e+180, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : 0.184524, -13.0537, 14.53 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 3.13 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320389 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 1.065290e+12 7.964085e+07 0.000000e+00 energy 1.367104e+06 4.782674e+00 1.367104e+05 displacement 1.430984e+02 1.430984e+02 1.430984e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320497 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 1.065290e+12 9.870010e-04 0.000000e+00 energy 1.367104e+06 1.216799e-04 1.367104e+05 displacement 1.430984e+02 3.831604e-02 1.430877e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.564832e-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 : 9.726158e-17 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 5.75641 -13.6367 14.6474 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.6474 5 0.197165 -12.9512 14.6474 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 2.53616 13.8838 18.242 2 -2.53615 -13.8838 -18.242 4 -9.71445e-13 -4.77049e-14 0 5 5.55654e-14 -7.46148e-12 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 586.774 74.2884 -139.002 2 -212.583 -37.8943 59.3708 4 8.47409e-29 -1.72563e-27 -7.08408e-13 5 0 0 -4.24208e-11 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 9.1588e-13 7.50918e-12 0 2 0 0 0 3 9.71445e-13 4.77049e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320497 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 1.064962e+12 7.963228e+07 0.000000e+00 energy 1.366825e+06 4.669423e+00 1.366825e+05 displacement 1.429845e+02 1.429845e+02 1.429845e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320245 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 1.064962e+12 1.810603e-03 0.000000e+00 energy 1.366825e+06 1.833320e-04 1.366825e+05 displacement 1.429845e+02 3.837139e-02 1.429708e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320245 3 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.064962e+12 3.946221e-07 0.000000e+00 energy 1.366825e+06 6.864010e-11 1.366825e+05 displacement 1.429845e+02 1.234658e-05 1.429600e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.499808e-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 : 4.158138e-17 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 : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 5.76283 -13.5335 14.7648 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.7648 5 0.209806 -12.8487 14.7648 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 5.05837 28.3467 37.0763 2 -5.05835 -28.3467 -37.0762 4 2.08167e-13 -3.59955e-13 0 5 1.17636e-13 2.83844e-12 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 1194.95 151.989 -280.792 2 -432.367 -76.5727 119.091 4 6.39409e-28 3.69779e-28 1.85294e-13 5 0 0 1.40176e-11 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -3.25803e-13 -2.47849e-12 0 2 0 0 0 3 -2.08167e-13 3.59955e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320245 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 1.064640e+12 7.962034e+07 0.000000e+00 energy 1.366549e+06 4.714054e+00 1.366549e+05 displacement 1.428569e+02 1.428569e+02 1.428569e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320245 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 1.064640e+12 2.025732e-02 0.000000e+00 energy 1.366549e+06 8.605826e-04 1.366549e+05 displacement 1.428569e+02 3.954200e-02 1.428080e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320245 3 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.064640e+12 2.138628e-05 0.000000e+00 energy 1.366549e+06 1.023133e-08 1.366549e+05 displacement 1.428569e+02 8.216788e-05 1.427897e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.069462e-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 : 6.569657e-17 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 : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 5.76924 -13.4302 14.8822 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.8822 5 0.222446 -12.7462 14.8822 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 7.73455 44.7977 58.2363 2 -7.7344 -44.7977 -58.2361 4 -4.85723e-13 -4.42354e-13 0 5 -1.04083e-13 -4.59268e-12 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 1883.38 241.418 -437.645 2 -679.417 -118.158 182.925 4 7.85779e-28 -8.62817e-28 -3.1634e-13 5 0 0 -2.84272e-11 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 5.89806e-13 5.03503e-12 0 2 0 0 0 3 4.85723e-13 4.42354e-13 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320245 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 1.064331e+12 7.959623e+07 0.000000e+00 energy 1.366276e+06 5.045633e+00 1.366276e+05 displacement 1.426301e+02 1.426301e+02 1.426301e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320605 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 1.064331e+12 7.206548e-01 0.000000e+00 energy 1.366276e+06 5.387160e-03 1.366276e+05 displacement 1.426301e+02 5.080235e-02 1.425326e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320569 3 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.064331e+12 1.272834e-03 0.000000e+00 energy 1.366276e+06 4.072648e-07 1.366276e+05 displacement 1.426301e+02 9.111830e-04 1.425110e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.999616e-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 : 1.025139e-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 : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 5.77565 -13.3269 14.9997 2 0.275 -12.32 -10.55 4 0.275 -12.32 14.9997 5 0.235087 -12.6437 14.9997 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 10.9304 67.4331 86.6971 2 -10.9294 -67.433 -86.6952 4 6.93889e-13 -7.54605e-13 0 5 -4.22839e-14 5.71158e-12 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 2821.57 367.16 -642.668 2 -1011.33 -169.519 260.708 4 1.34045e-27 1.2326e-27 5.77362e-13 5 0 0 2.80351e-11 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -6.51606e-13 -4.95697e-12 0 2 0 0 0 3 -6.93889e-13 7.54605e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320569 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 1.064048e+12 7.955361e+07 0.000000e+00 energy 1.366009e+06 3.893700e+00 1.366009e+05 displacement 1.423233e+02 1.423233e+02 1.423233e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320821 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 1.064048e+12 3.658572e+00 0.000000e+00 energy 1.366009e+06 1.209419e-02 1.366009e+05 displacement 1.423233e+02 1.285305e-01 1.419100e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320821 3 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.064048e+12 3.599161e-01 0.000000e+00 energy 1.366009e+06 1.410091e-05 1.366009e+05 displacement 1.423233e+02 3.750382e-02 1.417189e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320821 4 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.064048e+12 2.428526e-11 0.000000e+00 energy 1.366009e+06 5.044928e-11 1.366009e+05 displacement 1.423233e+02 2.376225e-07 1.417191e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.484659e-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 : 8.448655e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 5.78206 -13.2236 15.1171 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.1171 5 0.247727 -12.5412 15.1171 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 14.837 97.8804 124.414 2 -14.837 -97.8804 -124.414 4 -2.77556e-13 -7.97973e-13 0 5 1.46367e-13 -6.80879e-13 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 4079.18 537.721 -909.697 2 -1454.46 -233.388 357.256 4 1.41748e-27 -4.93038e-28 -1.31439e-13 5 0 0 -8.32055e-12 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 1.31188e-13 1.47885e-12 0 2 0 0 0 3 2.77556e-13 7.97973e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320821 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 1.063802e+12 7.955775e+07 0.000000e+00 energy 1.365755e+06 3.054218e+00 1.365755e+05 displacement 1.408532e+02 1.408532e+02 1.408532e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320641 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 1.063802e+12 4.127570e-01 0.000000e+00 energy 1.365755e+06 1.518319e-03 1.365755e+05 displacement 1.408532e+02 6.079356e-02 1.405327e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320641 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 1.063802e+12 1.269468e-02 0.000000e+00 energy 1.365755e+06 4.839547e-07 1.365755e+05 displacement 1.408532e+02 6.442782e-03 1.405110e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.046698e-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 : 1.302314e-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 : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 5.78848 -13.1204 15.2345 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.2345 5 0.260368 -12.4387 15.2345 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 18.6081 126.635 160.208 2 -18.6081 -126.635 -160.208 4 -9.71445e-13 -8.67362e-13 0 5 -7.58942e-14 -8.11851e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 5269.99 698.86 -1163.62 2 -1876.54 -295.36 450.525 4 1.54074e-27 -1.72563e-27 -6.3425e-13 5 0 0 -5.07294e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 1.04734e-12 8.98587e-12 0 2 0 0 0 3 9.71445e-13 8.67362e-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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320641 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 1.063554e+12 7.956845e+07 0.000000e+00 energy 1.365500e+06 3.332766e+00 1.365500e+05 displacement 1.402676e+02 1.402676e+02 1.402676e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320461 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 1.063554e+12 3.971737e-03 0.000000e+00 energy 1.365500e+06 6.762147e-05 1.365500e+05 displacement 1.402676e+02 4.062722e-02 1.402388e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320461 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 1.063554e+12 5.690211e-05 0.000000e+00 energy 1.365500e+06 6.468829e-10 1.365500e+05 displacement 1.402676e+02 4.008607e-04 1.402406e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.024686e-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 : 1.228718e-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 5.79489 -13.0171 15.3519 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.3519 5 0.273008 -12.3361 15.3519 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 22.306 154.684 195.154 2 -22.306 -154.684 -195.154 4 2.77556e-13 -1.19696e-12 0 5 -8.34836e-14 2.2031e-12 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 6431.4 855.977 -1411.41 2 -2288.75 -356.517 542.025 4 2.12623e-27 4.93038e-28 3.11931e-13 5 0 0 5.73284e-12 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.94072e-13 -1.00614e-12 0 2 0 0 0 3 -2.77556e-13 1.19696e-12 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320461 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 1.063308e+12 7.956863e+07 0.000000e+00 energy 1.365247e+06 3.305409e+00 1.365247e+05 displacement 1.401468e+02 1.401468e+02 1.401468e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320425 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 1.063308e+12 8.970419e-04 0.000000e+00 energy 1.365247e+06 1.800566e-05 1.365247e+05 displacement 1.401468e+02 3.912115e-02 1.401465e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.545166e-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 : 1.486710e-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 : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 5.8013 -12.9138 15.4693 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.4693 5 0.285649 -12.2336 15.4693 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 25.9514 182.232 229.457 2 -25.9511 -182.232 -229.456 4 -8.32667e-13 -1.23165e-12 0 5 1.10589e-13 -5.27356e-12 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 7570.9 1009.82 -1654.63 2 -2693.06 -416.698 631.96 4 2.18786e-27 -1.47911e-27 -4.99472e-13 5 0 0 -3.67002e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 7.22079e-13 6.50521e-12 0 2 0 0 0 3 8.32667e-13 1.23165e-12 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320461 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 1.063066e+12 7.956628e+07 0.000000e+00 energy 1.364997e+06 3.243394e+00 1.364997e+05 displacement 1.400768e+02 1.400768e+02 1.400768e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320173 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 1.063066e+12 6.110963e-04 0.000000e+00 energy 1.364997e+06 5.255324e-05 1.364997e+05 displacement 1.400768e+02 3.867725e-02 1.401069e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.516679e-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 : 1.898076e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 5.80772 -12.8106 15.5867 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.5867 5 0.29829 -12.1311 15.5867 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 29.5202 209.304 263.172 2 -29.52 -209.304 -263.172 4 9.71445e-13 -1.63064e-12 0 5 -4.52112e-13 5.10876e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 8690.43 1160.99 -1892.9 2 -3090.82 -476.351 720.529 4 2.8966e-27 1.72563e-27 8.60258e-13 5 0 0 1.97138e-11 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -5.19333e-13 -3.47812e-12 0 2 0 0 0 3 -9.71445e-13 1.63064e-12 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320173 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 1.062826e+12 7.956321e+07 0.000000e+00 energy 1.364748e+06 3.182507e+00 1.364748e+05 displacement 1.400590e+02 1.400590e+02 1.400590e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320137 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 1.062826e+12 5.599080e-04 0.000000e+00 energy 1.364748e+06 4.834830e-05 1.364748e+05 displacement 1.400590e+02 3.862404e-02 1.400634e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.052600e-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 : 1.665335e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 5.81413 -12.7073 15.7041 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.7041 5 0.31093 -12.0286 15.7041 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 33.0447 235.954 296.366 2 -33.0445 -235.954 -296.365 4 0 -1.66533e-12 0 5 -3.95734e-13 -2.3679e-12 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 9792.25 1309.29 -2127.26 2 -3482.62 -535.084 807.573 4 2.95823e-27 0 1.50672e-13 5 0 0 -2.27185e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 3.95734e-13 4.03323e-12 0 2 0 0 0 3 0 1.66533e-12 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320137 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 1.062588e+12 7.956027e+07 0.000000e+00 energy 1.364501e+06 3.112714e+00 1.364501e+05 displacement 1.399990e+02 1.399990e+02 1.399990e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320101 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 1.062588e+12 5.161600e-04 0.000000e+00 energy 1.364501e+06 4.868733e-05 1.364501e+05 displacement 1.399990e+02 3.855472e-02 1.400276e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.010204e-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 : 2.020636e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 5.82054 -12.604 15.8216 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.8216 5 0.323571 -11.9261 15.8216 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 36.5013 262.199 329.05 2 -36.5012 -262.199 -329.05 4 5.55112e-13 -1.94289e-12 0 5 2.92735e-13 7.89299e-12 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 10876.9 1455.15 -2357.26 2 -3868.7 -592.944 892.956 4 3.45127e-27 9.86076e-28 5.83055e-13 5 0 0 3.3697e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -8.47846e-13 -5.9501e-12 0 2 0 0 0 3 -5.55112e-13 1.94289e-12 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320101 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 1.062353e+12 7.955699e+07 0.000000e+00 energy 1.364257e+06 3.039797e+00 1.364257e+05 displacement 1.399629e+02 1.399629e+02 1.399629e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319993 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 1.062353e+12 4.901195e-04 0.000000e+00 energy 1.364257e+06 4.252935e-05 1.364257e+05 displacement 1.399629e+02 3.854252e-02 1.399838e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.917701e-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 : 2.627863e-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 : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 5.82695 -12.5007 15.939 2 0.275 -12.32 -10.55 4 0.275 -12.32 15.939 5 0.336211 -11.8236 15.939 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 39.9112 288.032 361.209 2 -39.911 -288.032 -361.209 4 -1.94289e-12 -1.76942e-12 0 5 -2.84061e-13 -1.72778e-11 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 11943.8 1598.34 -2583.38 2 -4248.81 -650.027 977.099 4 3.14312e-27 -3.45127e-27 -1.26536e-12 5 0 0 -1.07535e-10 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 2.22695e-12 1.90473e-11 0 2 0 0 0 3 1.94289e-12 1.76942e-12 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319993 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 1.062119e+12 7.955354e+07 0.000000e+00 energy 1.364014e+06 2.970757e+00 1.364014e+05 displacement 1.399243e+02 1.399243e+02 1.399243e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320029 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 1.062119e+12 4.663305e-04 0.000000e+00 energy 1.364014e+06 4.073379e-05 1.364014e+05 displacement 1.399243e+02 3.853943e-02 1.399545e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.125858e-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 : 1.790450e-15 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 : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 5.83337 -12.3975 16.0564 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.0564 5 0.348852 -11.7211 16.0564 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 43.2612 313.448 392.854 2 -43.261 -313.448 -392.854 4 -8.32667e-13 -2.08167e-12 -1.77636e-11 5 -1.51788e-13 -6.99094e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 12993.4 1739.05 -2805.32 2 -4623.17 -706.33 1059.79 4 1.30327e-11 -1.60717e-12 -4.22567e-13 5 0 0 -5.1169e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 9.84456e-13 9.0726e-12 0 2 0 0 0 3 8.32667e-13 2.08167e-12 1.77636e-11 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320029 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 1.061886e+12 7.955012e+07 0.000000e+00 energy 1.363772e+06 2.901542e+00 1.363772e+05 displacement 1.399040e+02 1.399040e+02 1.399040e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319993 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 1.061886e+12 4.284982e-04 0.000000e+00 energy 1.363772e+06 4.157792e-05 1.363772e+05 displacement 1.399040e+02 3.849543e-02 1.399237e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.710675e-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 : 1.792170e-15 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 : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 5.83978 -12.2942 16.1738 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.1738 5 0.361492 -11.6186 16.1738 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 46.5596 338.46 423.989 2 -46.5595 -338.46 -423.989 4 2.77556e-13 -2.35922e-12 1.77636e-11 5 -2.1684e-14 3.29597e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 14025.8 1877.22 -3023.32 2 -4991.8 -761.921 1141.18 4 -1.30327e-11 1.60717e-12 4.17088e-13 5 0 0 5.38907e-12 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -2.55872e-13 -9.36751e-13 0 2 0 0 0 3 -2.77556e-13 2.35922e-12 -1.77636e-11 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319993 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 1.061655e+12 7.954679e+07 0.000000e+00 energy 1.363531e+06 2.833735e+00 1.363531e+05 displacement 1.398620e+02 1.398620e+02 1.398620e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319849 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 1.061655e+12 4.031746e-04 0.000000e+00 energy 1.363531e+06 4.297186e-05 1.363531e+05 displacement 1.398620e+02 3.845962e-02 1.398827e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.541529e-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 : 5.551115e-17 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 : 1.794536e-15 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 : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 5.84619 -12.1909 16.2912 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.2912 5 0.374133 -11.5161 16.2912 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 49.8035 363.072 454.63 2 -49.8034 -363.072 -454.63 4 8.32667e-13 -2.5327e-12 -1.77636e-11 5 -8.04478e-13 -2.98372e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 15041.6 2012.95 -3237.39 2 -5354.93 -816.837 1221.18 4 1.30327e-11 -1.60717e-12 4.32783e-13 5 0 0 -3.10631e-11 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 5.26922e-13 5.51642e-12 0 2 5.55112e-13 0 0 3 -2.77556e-13 2.5327e-12 1.77636e-11 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319849 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 1.061426e+12 7.954346e+07 0.000000e+00 energy 1.363292e+06 2.766084e+00 1.363292e+05 displacement 1.398291e+02 1.398291e+02 1.398291e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319885 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 1.061426e+12 3.824459e-04 0.000000e+00 energy 1.363292e+06 4.112907e-05 1.363292e+05 displacement 1.398291e+02 3.844814e-02 1.398557e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.532088e-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 : 5.551115e-17 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 : 1.806686e-15 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 : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 5.85261 -12.0877 16.4086 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.4086 5 0.386774 -11.4136 16.4086 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 52.9981 387.293 484.783 2 -52.998 -387.293 -484.783 4 2.22045e-12 -2.84495e-12 -1.77636e-11 5 -9.5193e-13 7.32053e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 16040.9 2146.28 -3447.68 2 -5712.59 -871.032 1299.94 4 1.30327e-11 -1.60717e-12 1.47921e-12 5 0 0 2.53984e-11 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -7.13405e-13 -4.47559e-12 0 2 5.55112e-13 0 0 3 -1.66533e-12 2.84495e-12 1.77636e-11 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319885 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 1.061198e+12 7.954020e+07 0.000000e+00 energy 1.363055e+06 2.702636e+00 1.363055e+05 displacement 1.398002e+02 1.398002e+02 1.398002e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319741 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 1.061198e+12 3.610674e-04 0.000000e+00 energy 1.363055e+06 4.108282e-05 1.363055e+05 displacement 1.398002e+02 3.842642e-02 1.398266e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.042457e-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 : 5.551115e-17 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 : 1.802030e-15 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 : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 5.85902 -11.9844 16.526 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.526 5 0.399414 -11.3111 16.526 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 56.1433 411.135 514.46 2 -56.1432 -411.135 -514.46 4 1.38778e-12 -2.91434e-12 1.77636e-11 5 -1.03433e-12 -1.21431e-13 -1.77636e-11 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 17024.1 2277.26 -3654.28 2 -6064.9 -924.551 1377.46 4 -1.30327e-11 1.60717e-12 8.74583e-13 5 0 0 -1.70339e-11 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 2.01662e-13 3.03577e-12 0 2 5.55112e-13 0 0 3 -8.32667e-13 2.91434e-12 -1.77636e-11 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319741 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 1.060972e+12 7.953699e+07 0.000000e+00 energy 1.362819e+06 2.638894e+00 1.362819e+05 displacement 1.397725e+02 1.397725e+02 1.397725e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319813 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 1.060972e+12 3.456723e-04 0.000000e+00 energy 1.362819e+06 3.910942e-05 1.362819e+05 displacement 1.397725e+02 3.842176e-02 1.398023e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.060630e-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 : 5.551115e-17 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 : 1.801525e-15 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 5.86543 -11.8811 16.6435 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.6435 5 0.412055 -11.2086 16.6435 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 59.2359 434.597 543.666 2 -59.2358 -434.597 -543.666 4 0 -2.94903e-12 1.77636e-11 5 -5.63785e-13 -7.59809e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 17991.5 2405.97 -3857.14 2 -6411.96 -977.411 1453.67 4 -1.30327e-11 1.60717e-12 -1.40456e-13 5 0 0 -5.94677e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 1.1189e-12 1.05471e-11 0 2 5.55112e-13 0 0 3 5.55112e-13 2.94903e-12 -1.77636e-11 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319813 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 1.060747e+12 7.953381e+07 0.000000e+00 energy 1.362585e+06 2.575098e+00 1.362585e+05 displacement 1.397507e+02 1.397507e+02 1.397507e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319885 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 1.060747e+12 3.278233e-04 0.000000e+00 energy 1.362585e+06 3.862264e-05 1.362585e+05 displacement 1.397507e+02 3.840177e-02 1.397786e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.522752e-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 : 5.551115e-17 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 : 1.807965e-15 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 5.87184 -11.7778 16.7609 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.7609 5 0.424695 -11.1061 16.7609 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 62.2796 457.689 572.41 2 -62.2795 -457.689 -572.41 4 1.38778e-12 -3.26128e-12 1.77636e-11 5 -7.069e-13 2.72352e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 18943.4 2532.45 -4056.41 2 -6753.87 -1029.61 1528.68 4 -1.30327e-11 1.60717e-12 9.05973e-13 5 0 0 -2.9066e-12 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -1.25767e-13 5.37764e-13 0 2 5.55112e-13 0 0 3 -8.32667e-13 3.26128e-12 -1.77636e-11 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 ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319885 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 1.060524e+12 7.953067e+07 0.000000e+00 energy 1.362352e+06 2.514347e+00 1.362352e+05 displacement 1.397291e+02 1.397291e+02 1.397291e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2319813 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 1.060524e+12 3.127450e-04 0.000000e+00 energy 1.362352e+06 3.841640e-05 1.362352e+05 displacement 1.397291e+02 3.838367e-02 1.397592e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.021742e-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 : 5.551115e-17 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 : 1.808168e-15 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 : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 5.87826 -11.6746 16.8783 2 0.275 -12.32 -10.55 4 0.275 -12.32 16.8783 5 0.437336 -11.0036 16.8783 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 65.2738 480.416 600.698 2 -65.2737 -480.416 -600.698 4 8.32667e-13 -3.36536e-12 -1.77636e-11 5 -9.34582e-13 -3.62557e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 19879.9 2656.75 -4252.11 2 -7090.7 -1081.17 1602.46 4 1.30327e-11 -1.60717e-12 5.08119e-13 5 0 0 -3.93588e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 6.57027e-13 6.99094e-12 0 2 5.55112e-13 0 0 3 -2.77556e-13 3.36536e-12 1.77636e-11 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 ............ : 47 Average number of equilibrium iterations .......... : 2.35 Total number of right hand evaluations ............ : 67 Total number of stiffness reformations ............ : 47 Time in linear solver: 0:00:33 Elapsed time : 0:01:10 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:00 (0 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:01:10 (70 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1 sec) reforming stiffness .......... : 0:00:04 (4 sec) evaluating stiffness ......... : 0:00:09 (9 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:23 (23 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:33 (33 sec) Total elapsed time .............. : 0:01:10 (70 sec) N O R M A L T E R M I N A T I O N