=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_r1000.0.feb Plot file : FeBio_custom_tension_r1000.0.xplt Log file : FeBio_custom_tension_r1000.0.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: coupled trans-iso Mooney-Rivlin) density ........................................... : 1e-09 c1 ................................................ : 0.011918 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 15383.4 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 11.918 --------------------------------------------------------------------------- 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 : 5.76107e-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, 5.76108e-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, 5.76148e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 5.76148e-316 Ixz Iyz Izz : 5.76148e-316, 5.76148e-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 9.561291e+01 7.933873e+07 0.000000e+00 energy 1.350751e+01 1.994510e-02 1.350751e+00 displacement 1.102837e+02 1.102837e+02 1.102837e-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= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.561291e+01 4.585174e-05 0.000000e+00 energy 1.350751e+01 3.215174e-04 1.350751e+00 displacement 1.102837e+02 2.252269e+00 9.024847e-03 ************************************************************************* * 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 0.012589 0.0941426 0.119453 2 -0.0115737 -0.0965625 -0.119534 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 3.94117 0.542314 -0.846452 2 -1.37 -0.188525 0.28658 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 ....... : 2320713 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 9.698926e+01 7.933873e+07 0.000000e+00 energy 1.355896e+01 1.231482e-03 1.355896e+00 displacement 8.252221e+01 8.252221e+01 8.252221e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320605 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.698926e+01 2.196619e-07 0.000000e+00 energy 1.355896e+01 1.751982e-06 1.355896e+00 displacement 8.252221e+01 4.977998e-01 7.737421e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 6.258392e-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 : 0.1 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 0.0260683 0.226785 0.279484 2 -0.0261038 -0.22686 -0.279625 4 4.85723e-13 -3.9465e-13 0 5 -1.5992e-13 2.87314e-12 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 9.22325 1.2815 -1.90391 2 -3.14556 -0.408222 0.628625 4 7.01038e-28 8.62817e-28 3.92068e-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 -4.85723e-13 3.9465e-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 ....... : 2320569 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 1.005474e+02 7.933873e+07 0.000000e+00 energy 1.393539e+01 1.113487e-03 1.393539e+00 displacement 7.367480e+01 7.367480e+01 7.367480e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320713 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 1.005474e+02 1.146599e-07 0.000000e+00 energy 1.393539e+01 2.202073e-06 1.393539e+00 displacement 7.367480e+01 2.981498e-01 7.040951e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 8.653210e-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 : 0.15 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 0.0434076 0.399385 0.488385 2 -0.0434797 -0.39941 -0.488515 4 -7.63278e-13 -4.0766e-13 0 5 1.73472e-13 -4.62737e-12 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 16.0812 2.24123 -3.26847 2 -5.38521 -0.66314 1.02798 4 7.2415e-28 -1.35585e-27 -5.23115e-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 7.63278e-13 4.0766e-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 ....... : 2320713 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 1.075952e+02 7.933873e+07 0.000000e+00 energy 1.456257e+01 9.400917e-04 1.456257e+00 displacement 6.745114e+01 6.745114e+01 6.745114e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320893 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 1.075952e+02 1.583305e-07 0.000000e+00 energy 1.456257e+01 2.783323e-06 1.456257e+00 displacement 6.745114e+01 2.539741e-01 6.493123e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 2 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 0.0643962 0.629253 0.763249 2 -0.0645196 -0.629226 -0.76338 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 25.0764 3.51478 -5.02239 2 -8.23532 -0.963728 1.49963 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 ....... : 2320893 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 1.232980e+02 7.933873e+07 0.000000e+00 energy 1.558321e+01 9.631480e-04 1.558321e+00 displacement 6.260484e+01 6.260484e+01 6.260484e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 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 1.232980e+02 2.071900e-07 0.000000e+00 energy 1.558321e+01 3.358843e-06 1.558321e+00 displacement 6.260484e+01 1.630966e-01 6.049086e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ 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 : 2 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 0.0904747 0.938244 1.12876 2 -0.0905832 -0.938164 -1.12887 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 36.9996 5.21979 -7.31667 2 -11.903 -1.32793 2.0711 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 ....... : 2320929 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 1.610082e+02 7.933873e+07 0.000000e+00 energy 1.719447e+01 1.196416e-03 1.719447e+00 displacement 5.835594e+01 5.835594e+01 5.835594e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320821 2 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.610082e+02 3.728529e-07 0.000000e+00 energy 1.719447e+01 5.193789e-06 1.719447e+00 displacement 5.835594e+01 1.613802e-01 5.631047e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.580943e-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 : 1.594814e-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 : 0.3 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 0.123611 1.35825 1.621 2 -0.123755 -1.3581 -1.62111 4 1.11022e-12 -1.14492e-12 0 5 0 9.65374e-12 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 53.0042 7.53005 -10.3678 2 -16.6921 -1.78283 2.78443 4 2.03378e-27 1.97215e-27 9.18129e-13 5 0 0 4.81176e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -1.11022e-12 -8.50882e-12 0 2 0 0 0 3 -1.11022e-12 1.14492e-12 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 ....... : 2320821 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.539352e+02 7.933874e+07 0.000000e+00 energy 1.968574e+01 1.543264e-01 1.968574e+00 displacement 5.424420e+01 5.424420e+01 5.424420e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 2 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.539352e+02 1.023301e-02 0.000000e+00 energy 1.968574e+01 4.075988e-05 1.968574e+00 displacement 5.424420e+01 1.957148e-01 5.239334e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 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 2.539352e+02 4.615018e-03 0.000000e+00 energy 1.968574e+01 2.976557e-06 1.968574e+00 displacement 5.424420e+01 7.940648e-05 5.236758e-03 ........................ 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 0.16721 1.93882 2.29666 2 -0.167209 -1.93882 -2.29665 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 74.898 10.7181 -14.5229 2 -23.0778 -2.37181 3.70423 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 ....... : 2320929 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.502468e+04 7.933916e+07 0.000000e+00 energy 4.796848e+01 5.571215e-01 4.796848e+00 displacement 5.092119e+01 5.092119e+01 5.092119e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.502468e+04 4.042795e+01 0.000000e+00 energy 4.796848e+01 1.172240e-02 4.796848e+00 displacement 5.092119e+01 3.571859e-01 5.052295e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 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 2.502468e+04 1.259147e+01 0.000000e+00 energy 4.796848e+01 7.002165e-03 4.796848e+00 displacement 5.092119e+01 1.131553e-02 5.048679e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 4 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.502468e+04 4.085200e-01 0.000000e+00 energy 4.796848e+01 1.096418e-04 4.796848e+00 displacement 5.092119e+01 7.379993e-04 5.048768e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.108283e-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 : 2.503357e-16 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 : 0.4 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 0.236663 2.91972 3.42901 2 -0.236657 -2.91971 -3.42899 4 2.498e-12 -1.5786e-12 0 5 -5.07407e-13 1.25681e-11 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 111.405 16.0408 -21.3756 2 -33.4001 -3.24907 5.09999 4 2.80415e-27 3.45127e-27 1.56827e-12 5 0 0 6.21469e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -1.43548e-12 -1.09895e-11 0 2 5.55112e-13 0 0 3 -1.94289e-12 1.5786e-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 ....... : 2320965 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 1.847121e+05 7.934341e+07 0.000000e+00 energy 1.630478e+02 8.003822e-01 1.630478e+01 displacement 5.185610e+01 5.185610e+01 5.185610e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 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 1.847121e+05 1.103530e+02 0.000000e+00 energy 1.630478e+02 6.512129e-03 1.630478e+01 displacement 5.185610e+01 3.114148e+00 5.493774e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320929 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 1.847121e+05 2.380681e+01 0.000000e+00 energy 1.630478e+02 1.231440e-02 1.630478e+01 displacement 5.185610e+01 4.112205e-01 5.596669e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 4 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.847121e+05 3.792866e+00 0.000000e+00 energy 1.630478e+02 1.673404e-03 1.630478e+01 displacement 5.185610e+01 1.512131e-02 5.632987e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321001 5 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.847121e+05 1.933162e-01 0.000000e+00 energy 1.630478e+02 1.071437e-04 1.630478e+01 displacement 5.185610e+01 2.690655e-04 5.639728e-03 ........................ 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 : 1.615809e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 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 0.403451 5.41861 6.29142 2 -0.403451 -5.41862 -6.29142 4 4.16334e-13 -1.56125e-12 0 5 1.02999e-13 5.03937e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 203.258 29.2973 -38.3039 2 -58.5465 -5.03359 8.12634 4 2.77334e-27 7.39557e-28 4.46708e-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 -4.16334e-13 1.56125e-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 ....... : 2321001 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 6.431035e+05 7.934235e+07 0.000000e+00 energy 2.952392e+02 1.926340e+00 2.952392e+01 displacement 7.856659e+01 7.856659e+01 7.856659e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 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 6.431035e+05 4.662504e+01 0.000000e+00 energy 2.952392e+02 6.054153e-02 2.952392e+01 displacement 7.856659e+01 7.609929e+00 1.147248e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 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 6.431035e+05 3.474640e+01 0.000000e+00 energy 2.952392e+02 1.651167e-02 2.952392e+01 displacement 7.856659e+01 5.601331e-01 1.252393e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2320965 4 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.431035e+05 1.141992e+00 0.000000e+00 energy 2.952392e+02 4.159259e-04 2.952392e+01 displacement 7.856659e+01 1.144314e-02 1.269561e-02 ........................ 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 : 1.689731e-16 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 : 0.5 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 0.674503 9.56845 11.0322 2 -0.674498 -9.56846 -11.0322 4 -5.55112e-13 -1.59595e-12 0 5 1.59378e-13 -2.43729e-12 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 355.085 51.6047 -66.5114 2 -99.6024 -8.20477 13.2494 4 2.83497e-27 -9.86076e-28 -2.62877e-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 5.55112e-13 1.59595e-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 ....... : 2320965 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 9.531414e+05 7.934412e+07 0.000000e+00 energy 4.183000e+02 2.189222e+00 4.183000e+01 displacement 1.953175e+02 1.953175e+02 1.953175e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321325 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 9.531414e+05 9.902020e+01 0.000000e+00 energy 4.183000e+02 6.009350e-02 4.183000e+01 displacement 1.953175e+02 4.545171e+00 2.492164e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 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 9.531414e+05 1.057463e+01 0.000000e+00 energy 4.183000e+02 1.151219e-03 4.183000e+01 displacement 1.953175e+02 5.143527e-01 2.674897e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 4 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.531414e+05 6.513815e-01 0.000000e+00 energy 4.183000e+02 1.248207e-04 4.183000e+01 displacement 1.953175e+02 1.024966e-02 2.702355e-02 ........................ 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 : 2.267915e-16 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 : 0.55 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 1.04428 15.3057 17.5735 2 -1.045 -15.3841 -17.657 4 1.11022e-12 -1.97758e-12 0 5 -2.62377e-13 7.92769e-12 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 564.235 83.0477 -105.909 2 -156.342 -13.1799 20.7864 4 3.5129e-27 1.97215e-27 9.93465e-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 -1.11022e-12 1.97758e-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 ....... : 2321361 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 1.106811e+06 7.934331e+07 0.000000e+00 energy 5.702662e+02 1.128019e+01 5.702662e+01 displacement 3.447989e+02 3.447989e+02 3.447989e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 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 1.106811e+06 2.869723e+02 0.000000e+00 energy 5.702662e+02 2.586894e-01 5.702662e+01 displacement 3.447989e+02 2.117274e+00 3.780344e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321073 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 1.106811e+06 3.696657e+01 0.000000e+00 energy 5.702662e+02 1.877075e-02 5.702662e+01 displacement 3.447989e+02 1.921370e-01 3.781571e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321109 4 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.106811e+06 7.447499e-02 0.000000e+00 energy 5.702662e+02 2.718458e-04 5.702662e+01 displacement 3.447989e+02 3.176889e-03 3.789883e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.545462e-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 : 2.046974e-16 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 : 0.6 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 1.54074 23.1475 26.4942 2 -1.54819 -23.237 -26.5933 4 0 -2.04697e-12 0 5 -6.93889e-14 5.0307e-13 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 849.563 126.509 -159.996 2 -232.421 -20.4213 31.4338 4 3.63616e-27 0 1.85201e-13 5 0 0 -8.64018e-12 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 6.93889e-14 1.5439e-12 0 2 0 0 0 3 0 2.04697e-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 ....... : 2321109 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 1.895312e+06 7.940146e+07 0.000000e+00 energy 8.972702e+02 7.176280e+01 8.972702e+01 displacement 3.982972e+02 3.982972e+02 3.982972e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 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 1.895312e+06 2.726575e+04 0.000000e+00 energy 8.972702e+02 1.483337e+01 8.972702e+01 displacement 3.982972e+02 7.345177e+00 3.865887e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 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 1.895312e+06 1.596666e+04 0.000000e+00 energy 8.972702e+02 5.157872e+00 8.972702e+01 displacement 3.982972e+02 1.055575e+00 3.878287e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 4 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.383960 convergence norms : INITIAL CURRENT REQUIRED residual 1.895312e+06 6.072735e+03 0.000000e+00 energy 8.972702e+02 7.399812e-01 8.972702e+01 displacement 3.982972e+02 1.183930e-01 3.932476e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 5 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.895312e+06 8.901270e+02 0.000000e+00 energy 8.972702e+02 9.563145e-01 8.972702e+01 displacement 3.982972e+02 2.613797e-01 4.017100e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 6 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.895312e+06 2.101109e+02 0.000000e+00 energy 8.972702e+02 1.347424e-01 8.972702e+01 displacement 3.982972e+02 1.478280e-01 4.058223e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321433 7 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 0.521068 convergence norms : INITIAL CURRENT REQUIRED residual 1.895312e+06 1.146775e+02 0.000000e+00 energy 8.972702e+02 1.210508e-02 8.972702e+01 displacement 3.982972e+02 4.691041e-02 4.104570e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321397 8 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.895312e+06 2.067165e+01 0.000000e+00 energy 8.972702e+02 6.008857e-03 8.972702e+01 displacement 3.982972e+02 6.098785e-02 4.151445e-02 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321397 9 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 13 stiffness matrix reformations = 9 step from line search = 0.507933 convergence norms : INITIAL CURRENT REQUIRED residual 1.895312e+06 8.261827e+00 0.000000e+00 energy 8.972702e+02 4.458341e-04 8.972702e+01 displacement 3.982972e+02 1.886226e-03 4.156442e-02 ........................ 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 : 9 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 2.33461 35.6115 40.6376 2 -2.33539 -35.6314 -40.6674 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 1302.06 196.078 -246.716 2 -351.648 -32.4954 48.7287 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 ....... : 2321397 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.523409e+06 7.942990e+07 0.000000e+00 energy 1.283530e+03 6.907020e+01 1.283530e+02 displacement 4.139526e+02 4.139526e+02 4.139526e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321433 2 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.523409e+06 1.032318e+04 0.000000e+00 energy 1.283530e+03 6.841503e+00 1.283530e+02 displacement 4.139526e+02 2.991052e+00 4.313450e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321433 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 2.523409e+06 4.479489e+03 0.000000e+00 energy 1.283530e+03 2.018756e+00 1.283530e+02 displacement 4.139526e+02 5.244204e-01 4.250310e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 4 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.523409e+06 1.189874e+02 0.000000e+00 energy 1.283530e+03 8.023494e-03 1.283530e+02 displacement 4.139526e+02 2.170669e-01 4.152269e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 5 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 0.350708 convergence norms : INITIAL CURRENT REQUIRED residual 2.523409e+06 1.884063e+02 0.000000e+00 energy 1.283530e+03 2.677046e-02 1.283530e+02 displacement 4.139526e+02 7.693940e-03 4.155468e-02 ........................ 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 : 5 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 3.3243 52.1162 59.3491 2 -3.42622 -52.8179 -60.14 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 1902.78 288.15 -359.828 2 -516.321 -49.9911 73.3855 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 ....... : 2321361 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 3.028000e+06 7.942348e+07 0.000000e+00 energy 1.536800e+03 6.284097e+01 1.536800e+02 displacement 3.952170e+02 3.952170e+02 3.952170e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321613 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 3.028000e+06 3.513250e+03 0.000000e+00 energy 1.536800e+03 1.713857e+00 1.536800e+02 displacement 3.952170e+02 1.405460e+00 3.873641e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321685 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.369767 convergence norms : INITIAL CURRENT REQUIRED residual 3.028000e+06 1.398767e+03 0.000000e+00 energy 1.536800e+03 1.957205e-01 1.536800e+02 displacement 3.952170e+02 4.088580e-02 3.899945e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321649 4 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.028000e+06 1.201679e+02 0.000000e+00 energy 1.536800e+03 1.270838e-01 1.536800e+02 displacement 3.952170e+02 1.396166e-01 3.927973e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321649 5 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.028000e+06 8.403019e+00 0.000000e+00 energy 1.536800e+03 1.826246e-03 1.536800e+02 displacement 3.952170e+02 2.424957e-02 3.908479e-02 ........................ 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 : 1.776357e-15 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 : 1.804329e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 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 4.71077 73.1579 83.1601 2 -4.71578 -73.2027 -83.213 4 -2.22045e-12 1.55084e-11 -1.77636e-11 5 1.69352e-12 -3.26128e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 2664.42 407.675 -509.621 2 -711.908 -70.8754 102.744 4 1.30327e-11 -1.60717e-12 -1.42505e-12 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 0 1.77636e-11 0 3 2.22045e-12 2.25514e-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 ....... : 2321613 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 3.502485e+06 7.938541e+07 0.000000e+00 energy 1.807182e+03 3.222171e+01 1.807182e+02 displacement 3.747492e+02 3.747492e+02 3.747492e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321505 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 3.502485e+06 1.243803e+05 0.000000e+00 energy 1.807182e+03 2.480763e+01 1.807182e+02 displacement 3.747492e+02 1.831893e+00 3.843184e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321361 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 3.502485e+06 1.791796e+04 0.000000e+00 energy 1.807182e+03 8.483847e+00 1.807182e+02 displacement 3.747492e+02 6.583770e-01 3.827378e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 4 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.567316 convergence norms : INITIAL CURRENT REQUIRED residual 3.502485e+06 9.283948e+03 0.000000e+00 energy 1.807182e+03 5.637256e-01 1.807182e+02 displacement 3.747492e+02 8.086062e-02 3.775187e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321505 5 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.502485e+06 3.392091e+01 0.000000e+00 energy 1.807182e+03 8.905343e-03 1.807182e+02 displacement 3.747492e+02 6.051609e-01 3.913515e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 6 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 0.545017 convergence norms : INITIAL CURRENT REQUIRED residual 3.502485e+06 5.474345e+01 0.000000e+00 energy 1.807182e+03 1.065686e-02 1.807182e+02 displacement 3.747492e+02 2.122513e-01 3.832985e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 7 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.502485e+06 7.171116e-01 0.000000e+00 energy 1.807182e+03 3.652052e-03 1.807182e+02 displacement 3.747492e+02 3.207244e-01 3.740478e-02 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321469 8 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 8 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.502485e+06 2.514034e-01 0.000000e+00 energy 1.807182e+03 1.157742e-03 1.807182e+02 displacement 3.747492e+02 1.696726e-02 3.733986e-02 ........................ 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 : 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 : 1.801335e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 8 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 6.1519 95.9724 108.954 2 -6.15189 -95.9724 -108.954 4 1.11022e-12 -2.77556e-12 1.77636e-11 5 -3.96818e-13 7.25114e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 3492.29 536.399 -669.7 2 -930.323 -94.5454 135.834 4 -1.30327e-11 1.60717e-12 1.06566e-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 0 0 0 3 -1.11022e-12 2.77556e-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 ....... : 2321469 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 4.464133e+06 7.943183e+07 0.000000e+00 energy 2.194391e+03 5.505704e+01 2.194391e+02 displacement 3.678347e+02 3.678347e+02 3.678347e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 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 4.464133e+06 6.196566e+04 0.000000e+00 energy 2.194391e+03 2.413595e+01 2.194391e+02 displacement 3.678347e+02 2.608526e+00 3.426569e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321613 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 4.464133e+06 5.329803e+03 0.000000e+00 energy 2.194391e+03 2.013518e+00 2.194391e+02 displacement 3.678347e+02 1.203189e+00 3.666584e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321577 4 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.513655 convergence norms : INITIAL CURRENT REQUIRED residual 4.464133e+06 1.505423e+03 0.000000e+00 energy 2.194391e+03 2.152770e-01 2.194391e+02 displacement 3.678347e+02 1.540550e-01 3.661789e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321613 5 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.464133e+06 2.657153e+02 0.000000e+00 energy 2.194391e+03 1.807475e-01 2.194391e+02 displacement 3.678347e+02 2.558183e-01 3.724997e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321613 6 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 6 step from line search = 0.628049 convergence norms : INITIAL CURRENT REQUIRED residual 4.464133e+06 1.456569e+02 0.000000e+00 energy 2.194391e+03 2.822393e-04 2.194391e+02 displacement 3.678347e+02 4.862082e-02 3.694190e-02 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321505 7 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 7 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.464133e+06 5.419166e+00 0.000000e+00 energy 2.194391e+03 6.104109e-04 2.194391e+02 displacement 3.678347e+02 2.688809e-02 3.684144e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.067418e-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 : 1.801174e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 7 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 7.70653 120.568 136.705 2 -7.7033 -120.613 -136.771 4 -8.32667e-13 -2.63678e-12 -1.77636e-11 5 -9.71445e-13 -1.79023e-11 1.77636e-11 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 4384.55 675.201 -842.648 2 -1166.8 -120.31 171.808 4 1.30327e-11 -1.60717e-12 -7.79614e-13 5 0 0 -1.15929e-10 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 2.35922e-12 2.05391e-11 0 2 5.55112e-13 0 0 3 1.38778e-12 2.63678e-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 ....... : 2321505 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 4.929220e+06 7.937214e+07 0.000000e+00 energy 2.457472e+03 2.862442e+01 2.457472e+02 displacement 3.702999e+02 3.702999e+02 3.702999e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321649 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 4.929220e+06 1.441630e+02 0.000000e+00 energy 2.457472e+03 8.484772e-02 2.457472e+02 displacement 3.702999e+02 1.210186e+00 3.566644e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.452620 convergence norms : INITIAL CURRENT REQUIRED residual 4.929220e+06 1.192473e+02 0.000000e+00 energy 2.457472e+03 2.284311e-02 2.457472e+02 displacement 3.702999e+02 7.248745e-02 3.621766e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 4 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.929220e+06 5.122342e-01 0.000000e+00 energy 2.457472e+03 1.885971e-03 2.457472e+02 displacement 3.702999e+02 7.796859e-02 3.635894e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 5 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.929220e+06 5.815774e-02 0.000000e+00 energy 2.457472e+03 5.298213e-04 2.457472e+02 displacement 3.702999e+02 2.198802e-03 3.640880e-02 ........................ 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 : 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 : 1.803525e-15 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 5 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 9.34265 146.855 166.364 2 -9.34355 -146.863 -166.374 4 -1.11022e-12 -2.91434e-12 1.77636e-11 5 -8.67362e-15 -7.63278e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 5339.92 823.085 -1026.41 2 -1419.54 -147.089 209.528 4 -1.30327e-11 1.60717e-12 -5.50866e-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 0 0 0 3 1.11022e-12 2.91434e-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 ....... : 2321541 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 5.833182e+06 7.934448e+07 0.000000e+00 energy 2.772333e+03 6.849417e+00 2.772333e+02 displacement 3.603591e+02 3.603591e+02 3.603591e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321505 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 5.833182e+06 9.163839e+02 0.000000e+00 energy 2.772333e+03 4.735232e-01 2.772333e+02 displacement 3.603591e+02 9.343050e-01 3.656126e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321541 3 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.833182e+06 6.332443e+01 0.000000e+00 energy 2.772333e+03 2.819091e-02 2.772333e+02 displacement 3.603591e+02 2.069345e-01 3.747427e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321577 4 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.833182e+06 8.540119e-01 0.000000e+00 energy 2.772333e+03 3.406023e-04 2.772333e+02 displacement 3.603591e+02 2.191218e-02 3.773860e-02 ........................ 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 : 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 : 1.805020e-15 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 : 0.95 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 11.0329 174.011 196.946 2 -11.0362 -174.054 -196.998 4 2.77556e-13 -3.19189e-12 -1.77636e-11 5 -1.51788e-13 2.65413e-12 1.77636e-11 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 6326.6 975.715 -1216.45 2 -1681.53 -174.741 248.536 4 1.30327e-11 -1.60717e-12 4.92424e-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 0 0 0 3 -2.77556e-13 3.19189e-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 ....... : 2321577 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 6.159934e+06 7.934802e+07 0.000000e+00 energy 2.931706e+03 7.727492e+00 2.931706e+02 displacement 3.758190e+02 3.758190e+02 3.758190e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321865 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 6.159934e+06 4.701021e+02 0.000000e+00 energy 2.931706e+03 1.062155e+00 2.931706e+02 displacement 3.758190e+02 1.147049e+00 3.732123e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321937 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 6.159934e+06 2.981004e+01 0.000000e+00 energy 2.931706e+03 1.338889e-02 2.931706e+02 displacement 3.758190e+02 1.292733e-01 3.775566e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 55437 Nr of nonzeroes in stiffness matrix ....... : 2321901 4 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.159934e+06 2.446378e-01 0.000000e+00 energy 2.931706e+03 1.196938e-03 2.931706e+02 displacement 3.758190e+02 1.097105e-02 3.777380e-02 ........................ 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 : 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 : 1.807525e-15 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 : 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 12.762 201.96 228.382 2 -12.7631 -201.97 -228.395 4 -2.77556e-13 -3.33067e-12 1.77636e-11 5 -3.79471e-13 -3.66027e-12 -1.77636e-11 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 7342.37 1132.71 -1411.89 2 -1950.52 -203.07 288.509 4 -1.30327e-11 1.60717e-12 9.77086e-14 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 0 0 0 3 2.77556e-13 3.33067e-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 ............ : 83 Average number of equilibrium iterations .......... : 4.15 Total number of right hand evaluations ............ : 113 Total number of stiffness reformations ............ : 83 Time in linear solver: 0:00:54 Elapsed time : 0:01:43 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 ...................... : 0:01:43 (103 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1 sec) reforming stiffness .......... : 0:00:08 (8 sec) evaluating stiffness ......... : 0:00:10 (10 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:29 (29 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:54 (54 sec) Total elapsed time .............. : 0:01:44 (104 sec) N O R M A L T E R M I N A T I O N