=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// F I N I T E E L E M E N T S F O R B I O M E C H A N I C S --- v e r s i o n - 2 . 8 . 2 . 11195 --- Musculoskeletal Research Laboratory University of Utah http://febio.org FEBio is a registered trademark. copyright (c) 2006-2018 - All rights reserved This is the NON-COMMERCIAL version of FEBio or the commercial license key file could not be found. If you have a key file make sure it is placed in the same directory as the executable. This version may only be used for non-commercial purposes as described in the license agreement. The functionality of this version may be limited compared to the commercial version. If you wish to obtain a valid commercial license file, please contact the developers. =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_tension_r100.0.feb Plot file : FeBio_custom_tension_r100.0.xplt Log file : FeBio_custom_tension_r100.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 70577 Number of solid elements ....................... : 109298 Number of shell elements ....................... : 96084 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 .................................... : -11.18,-0.9,-3.16 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.02,-0.83,-23.965 --------------------------------------------------------------------------- 3 - ACL (type: coupled trans-iso Mooney-Rivlin) density ........................................... : 1e-09 c1 ................................................ : 0.0625137 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 31994.4 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 6.25137 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.02,-0.83,-3.16 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.02248,-0.983491,-3.16 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -11.18, -0.9, -3.16 mass : 6.68448e-316 Ixx Ixy Ixz : 2.96439e-323, 2.122e-314, 3.95253e-322 Ixy Iyy Iyz : 2.122e-314, 5.50965e-310, 3.16202e-322 Ixz Iyz Izz : 3.95253e-322, 3.16202e-322, 6.68449e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -6.02, -0.83, -23.965 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 6.68489e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.68489e-316 Ixz Iyz Izz : 6.68489e-316, 6.68489e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -6.02, -0.83, -3.16 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 : -6.02248, -0.983491, -3.16 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 -2.77 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737692 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 3.950317e+00 4.993471e+07 0.000000e+00 energy 1.293954e+00 1.075010e-03 1.293954e-01 displacement 5.670713e+01 5.670713e+01 5.670713e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738124 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 3.950317e+00 6.035754e-05 0.000000e+00 energy 1.293954e+00 1.217436e-04 1.293954e-01 displacement 5.670713e+01 7.995287e-01 5.079076e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.326500e-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 : 1.426989e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -11.2118 -0.820839 -3.05089 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -3.05089 5 -6.02121 -0.904865 -3.05089 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 -0.0285822 0.0572261 0.0945092 2 0.026217 -0.0509377 -0.0864122 4 1.42681e-12 -2.25988e-14 0 5 -1.42002e-12 4.55196e-13 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 0.74373 -1.35179 1.03673 2 0.378928 1.34933 -0.676319 4 0 0 2.19059e-13 5 0 0 -2.23169e-12 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -6.7932e-15 -4.32597e-13 0 2 0 0 0 3 -1.42681e-12 2.25988e-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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738412 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 6.326448e+00 4.993471e+07 0.000000e+00 energy 1.701606e+00 3.021896e-02 1.701606e-01 displacement 4.773920e+01 4.773920e+01 4.773920e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738592 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 6.326448e+00 5.439563e-04 0.000000e+00 energy 1.701606e+00 1.115502e-05 1.701606e-01 displacement 4.773920e+01 2.511147e-01 4.479655e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.450687e-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 : 2.819279e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -11.2436 -0.741677 -2.94179 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.94179 5 -6.01994 -0.826239 -2.94179 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 -0.0684173 0.138098 0.228585 2 0.0610546 -0.118727 -0.200964 4 2.81893e-12 -4.46556e-14 0 5 -2.8233e-12 -2.00374e-13 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 1.77173 -3.29386 2.51137 2 0.908562 3.1333 -1.56618 4 0 0 4.32791e-13 5 0 0 1.26411e-12 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 4.37069e-15 2.4503e-13 0 2 0 0 0 3 -2.81893e-12 4.46556e-14 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738592 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 1.790141e+01 4.993471e+07 0.000000e+00 energy 2.464549e+00 3.038556e-01 2.464549e-01 displacement 4.263396e+01 4.263396e+01 4.263396e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738304 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 1.790141e+01 3.506960e-05 0.000000e+00 energy 2.464549e+00 1.124669e-06 2.464549e-01 displacement 4.263396e+01 2.939447e-01 4.072896e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.339684e-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 : 4.649694e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -11.2754 -0.662516 -2.83268 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.83268 5 -6.01867 -0.747613 -2.83268 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 -0.103783 0.206973 0.348175 2 0.106438 -0.208845 -0.351103 4 -4.64906e-12 7.68428e-14 0 5 4.65384e-12 2.57091e-13 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 2.70054 -5.01274 3.77075 2 1.63286 5.46317 -2.74039 4 0 0 -7.13779e-13 5 0 0 -1.72267e-12 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -4.77727e-15 -3.33934e-13 0 2 0 0 0 3 4.64906e-12 -7.68428e-14 0 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738484 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 3.446317e+04 4.993471e+07 0.000000e+00 energy 3.829539e+01 2.093296e-01 3.829539e+00 displacement 3.908349e+01 3.908349e+01 3.908349e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737152 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 3.446317e+04 9.458336e-04 0.000000e+00 energy 3.829539e+01 1.995361e-06 3.829539e+00 displacement 3.908349e+01 2.532845e-01 3.778015e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.470032e-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 : 3.244390e-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 -11.3072 -0.583354 -2.72358 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.72358 5 -6.01739 -0.668987 -2.72358 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 -0.163955 0.325384 0.541785 2 0.164538 -0.32621 -0.54409 4 -3.24393e-12 5.44812e-14 0 5 3.23756e-12 -4.01426e-13 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 4.17902 -7.7996 5.92763 2 2.6007 8.44694 -4.25754 4 0 0 -4.9805e-13 5 0 0 1.7899e-12 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 6.36969e-15 3.46945e-13 0 2 0 0 0 3 3.24393e-12 -5.44812e-14 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737224 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 5.159889e+04 4.993477e+07 0.000000e+00 energy 6.182230e+01 1.117548e-01 6.182230e+00 displacement 3.693136e+01 3.693136e+01 3.693136e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738160 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 5.159889e+04 8.862848e-04 0.000000e+00 energy 6.182230e+01 5.377602e-05 6.182230e+00 displacement 3.693136e+01 2.429398e-01 3.669371e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.641043e-18 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.061210e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -11.339 -0.504193 -2.61447 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.61447 5 -6.01612 -0.590361 -2.61447 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 -0.238658 0.478689 0.790918 2 0.239052 -0.480033 -0.792989 4 7.06032e-12 -1.11808e-13 0 5 -7.06222e-12 5.54298e-14 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 6.07361 -11.3721 8.68836 2 3.8981 12.2827 -6.23267 4 0 0 1.08397e-12 5 0 0 2.90931e-13 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 1.89735e-15 5.63785e-14 0 2 0 0 0 3 -7.06032e-12 1.11808e-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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2738016 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 1.492834e+05 4.993476e+07 0.000000e+00 energy 8.199173e+01 1.325496e-01 8.199173e+00 displacement 3.666871e+01 3.666871e+01 3.666871e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737080 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 1.492834e+05 2.828627e-02 0.000000e+00 energy 8.199173e+01 1.956760e-05 8.199173e+00 displacement 3.666871e+01 1.871655e-01 3.662607e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737080 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 3 step from line search = 0.060768 convergence norms : INITIAL CURRENT REQUIRED residual 1.492834e+05 2.145864e-02 0.000000e+00 energy 8.199173e+01 2.192745e-06 8.199173e+00 displacement 3.666871e+01 2.100526e-07 3.662425e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.248030e-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 : 3.904281e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -11.3708 -0.425031 -2.50537 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.50537 5 -6.01485 -0.511735 -2.50537 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 -0.333879 0.680173 1.11074 2 0.334208 -0.680682 -1.11206 4 -3.90313e-13 9.48677e-15 0 5 3.97496e-13 5.15267e-13 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 8.5191 -15.9477 12.2906 2 5.62681 17.187 -8.79348 4 0 0 -5.99331e-14 5 0 0 -2.70703e-12 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -7.18284e-15 -5.24754e-13 0 2 0 0 0 3 3.90313e-13 -9.48677e-15 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737080 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.663176e+05 4.993483e+07 0.000000e+00 energy 9.017317e+01 5.734016e-02 9.017317e+00 displacement 3.687306e+01 3.687306e+01 3.687306e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737620 2 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.663176e+05 3.059177e-01 0.000000e+00 energy 9.017317e+01 1.298300e-04 9.017317e+00 displacement 3.687306e+01 1.726077e-01 3.758396e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737656 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.663176e+05 4.453075e-03 0.000000e+00 energy 9.017317e+01 7.896640e-06 9.017317e+00 displacement 3.687306e+01 2.598533e-04 3.765161e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.990179e-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 : 1.023573e-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 -11.4026 -0.34587 -2.39626 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.39626 5 -6.01358 -0.433109 -2.39626 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 -0.459834 0.952755 1.53511 2 0.457263 -0.945997 -1.52586 4 1.02349e-12 -1.32815e-14 0 5 -1.01847e-12 4.12268e-13 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 11.7793 -22.0126 17.1456 2 7.9605 23.5343 -12.1609 4 0 0 1.57129e-13 5 0 0 -2.0582e-12 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -5.01444e-15 -3.98986e-13 0 2 0 0 0 3 -1.02349e-12 1.32815e-14 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2737692 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.646238e+05 4.993493e+07 0.000000e+00 energy 9.247353e+01 2.631643e-02 9.247353e+00 displacement 3.845457e+01 3.845457e+01 3.845457e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736216 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.646238e+05 2.038994e+01 0.000000e+00 energy 9.247353e+01 8.718977e-03 9.247353e+00 displacement 3.845457e+01 1.849731e-01 3.967267e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736180 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.415515 convergence norms : INITIAL CURRENT REQUIRED residual 1.646238e+05 1.045480e+01 0.000000e+00 energy 9.247353e+01 1.941811e-03 9.247353e+00 displacement 3.845457e+01 2.785973e-04 3.958215e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.163655e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.454082e-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 : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -11.4344 -0.266708 -2.28715 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.28715 5 -6.0123 -0.354483 -2.28715 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 -0.621108 1.3079 2.07861 2 0.622156 -1.30938 -2.08124 4 -6.45317e-12 1.0842e-13 0 5 6.45832e-12 3.07913e-13 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 15.961 -29.7767 23.4512 2 11.23 32.0348 -16.7435 4 0 0 -9.90773e-13 5 0 0 -2.14768e-12 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -5.14996e-15 -4.16334e-13 0 2 0 0 0 3 6.45317e-12 -1.0842e-13 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736180 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 1.904921e+05 4.993533e+07 0.000000e+00 energy 1.063352e+02 5.121551e-01 1.063352e+01 displacement 4.208602e+01 4.208602e+01 4.208602e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735820 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 1.904921e+05 1.082766e+02 0.000000e+00 energy 1.063352e+02 3.259018e-02 1.063352e+01 displacement 4.208602e+01 2.132112e-01 4.430714e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735748 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 1.904921e+05 1.634252e+01 0.000000e+00 energy 1.063352e+02 5.398730e-03 1.063352e+01 displacement 4.208602e+01 8.134950e-03 4.416285e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735856 4 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.255359 convergence norms : INITIAL CURRENT REQUIRED residual 1.904921e+05 1.698021e+01 0.000000e+00 energy 1.063352e+02 7.215444e-04 1.063352e+01 displacement 4.208602e+01 1.719322e-04 4.410085e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.561266e-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 : 3.834174e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -11.4663 -0.187547 -2.17805 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.17805 5 -6.01103 -0.275857 -2.17805 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 -0.862194 1.85111 2.8906 2 0.862148 -1.85096 -2.89042 4 3.83374e-12 -5.77338e-14 0 5 -3.83306e-12 2.13859e-13 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 22.2477 -41.3431 33.0466 2 16.2232 44.3821 -23.5174 4 0 0 5.88588e-13 5 0 0 -8.05274e-13 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -6.77626e-16 -1.56125e-13 0 2 0 0 0 3 -3.83374e-12 5.77338e-14 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735820 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370196e+05 4.993645e+07 0.000000e+00 energy 1.325638e+02 6.523762e-01 1.325638e+01 displacement 4.773434e+01 4.773434e+01 4.773434e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736036 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370196e+05 5.882317e+01 0.000000e+00 energy 1.325638e+02 7.309439e-05 1.325638e+01 displacement 4.773434e+01 2.960224e-01 5.150180e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736108 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.481587 convergence norms : INITIAL CURRENT REQUIRED residual 2.370196e+05 4.731107e+01 0.000000e+00 energy 1.325638e+02 3.186625e-03 1.325638e+01 displacement 4.773434e+01 1.433958e-02 5.071558e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736108 4 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370196e+05 3.985880e+00 0.000000e+00 energy 1.325638e+02 1.677218e-03 1.325638e+01 displacement 4.773434e+01 1.502557e-02 5.032102e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736108 5 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.370196e+05 7.847681e-01 0.000000e+00 energy 1.325638e+02 1.748424e-04 1.325638e+01 displacement 4.773434e+01 5.740502e-04 5.051968e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.821478e-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 : 3.591433e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -11.4981 -0.108386 -2.06894 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -2.06894 5 -6.00976 -0.197231 -2.06894 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 -1.24685 2.74464 4.19436 2 1.24685 -2.74463 -4.19434 4 -3.59088e-12 6.31548e-14 0 5 3.59169e-12 1.18991e-13 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 32.3986 -59.8758 48.7335 2 24.6714 64.1998 -34.5978 4 0 0 -5.51324e-13 5 0 0 -9.39488e-13 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -8.13152e-16 -1.82146e-13 0 2 0 0 0 3 3.59088e-12 -6.31548e-14 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736108 1 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.163938e+05 4.993722e+07 0.000000e+00 energy 1.266547e+02 1.578270e+00 1.266547e+01 displacement 5.199283e+01 5.199283e+01 5.199283e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736396 2 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.163938e+05 1.950269e+02 0.000000e+00 energy 1.266547e+02 1.449731e-02 1.266547e+01 displacement 5.199283e+01 3.105393e-01 5.368427e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736396 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 2.163938e+05 1.141162e+02 0.000000e+00 energy 1.266547e+02 3.000179e-02 1.266547e+01 displacement 5.199283e+01 5.596549e-02 5.218604e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736360 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 2.163938e+05 2.342701e+01 0.000000e+00 energy 1.266547e+02 5.914942e-03 1.266547e+01 displacement 5.199283e+01 1.149127e-03 5.239781e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.073045e-18 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 : 2.203484e-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 -11.5299 -0.0292241 -1.95984 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.95984 5 -6.00848 -0.118605 -1.95984 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 -1.87789 4.24889 6.34643 2 1.87773 -4.24854 -6.34591 4 -2.2031e-12 4.11997e-14 0 5 2.20174e-12 1.95156e-14 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 49.2323 -90.4941 75.0643 2 39.1807 96.8423 -53.1531 4 0 0 -3.38258e-13 5 0 0 -3.13027e-13 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 1.35525e-15 -6.07153e-14 0 2 0 0 0 3 2.2031e-12 -4.11997e-14 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2736360 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 8.685857e+05 4.993912e+07 0.000000e+00 energy 2.620498e+02 1.912003e+00 2.620498e+01 displacement 5.152384e+01 5.152384e+01 5.152384e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735172 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 8.685857e+05 4.037766e+02 0.000000e+00 energy 2.620498e+02 6.897832e-02 2.620498e+01 displacement 5.152384e+01 7.124706e-01 5.114976e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735352 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 8.685857e+05 2.000733e+02 0.000000e+00 energy 2.620498e+02 5.629939e-02 2.620498e+01 displacement 5.152384e+01 1.043877e-01 4.951158e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735244 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 8.685857e+05 6.853627e+00 0.000000e+00 energy 2.620498e+02 2.331229e-03 2.620498e+01 displacement 5.152384e+01 3.581911e-03 4.945884e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.948535e-18 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 : 8.084781e-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 -11.5617 0.0499374 -1.85073 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.85073 5 -6.00721 -0.0399795 -1.85073 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 -2.8968 6.72492 9.83848 2 2.89694 -6.72507 -9.83882 4 8.08381e-12 -1.25225e-13 0 5 -8.08747e-12 5.58364e-14 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 76.6333 -140.354 118.413 2 63.4263 149.899 -83.6968 4 0 0 1.2411e-12 5 0 0 3.5818e-13 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 3.65918e-15 6.93889e-14 0 2 0 0 0 3 -8.08381e-12 1.25225e-13 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 ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2735244 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 1.155482e+06 4.994513e+07 0.000000e+00 energy 2.855474e+02 8.372963e+00 2.855474e+01 displacement 5.016999e+01 5.016999e+01 5.016999e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733804 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 1.155482e+06 6.740078e+02 0.000000e+00 energy 2.855474e+02 1.319647e-01 2.855474e+01 displacement 5.016999e+01 1.409425e+00 5.381378e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733912 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.629362 convergence norms : INITIAL CURRENT REQUIRED residual 1.155482e+06 3.607325e+02 0.000000e+00 energy 2.855474e+02 2.086039e-02 2.855474e+01 displacement 5.016999e+01 1.296287e-01 5.336961e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733840 4 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.155482e+06 8.654454e+00 0.000000e+00 energy 2.855474e+02 1.968810e-03 2.855474e+01 displacement 5.016999e+01 1.049083e-01 5.401990e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733876 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 1.155482e+06 1.859934e+01 0.000000e+00 energy 2.855474e+02 4.960851e-03 2.855474e+01 displacement 5.016999e+01 5.171828e-03 5.415026e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.215188e-18 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.898150e-17 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 : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -11.5935 0.129099 -1.74162 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.74162 5 -6.00594 0.0386465 -1.74162 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 -4.51312 10.6606 15.3345 2 4.55759 -10.8068 -15.54 4 5.89806e-13 -3.25261e-15 0 5 -5.93194e-13 -4.87891e-14 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 120.395 -218.988 187.574 2 103.689 236.809 -134.208 4 0 0 9.0538e-14 5 0 0 2.68689e-13 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 3.38813e-15 5.20417e-14 0 2 0 0 0 3 -5.89806e-13 3.25261e-15 0 Data Record #6 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 14 : 0.7 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733876 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.533834e+06 4.997046e+07 0.000000e+00 energy 3.649448e+02 1.096127e+01 3.649448e+01 displacement 6.554752e+01 6.554752e+01 6.554752e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2734056 2 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.533834e+06 1.630720e+03 0.000000e+00 energy 3.649448e+02 5.507306e-03 3.649448e+01 displacement 6.554752e+01 2.074546e+00 7.865864e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2734020 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.526629 convergence norms : INITIAL CURRENT REQUIRED residual 1.533834e+06 8.802877e+02 0.000000e+00 energy 3.649448e+02 6.278822e-02 3.649448e+01 displacement 6.554752e+01 2.082521e-01 8.181884e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733984 4 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.533834e+06 1.621735e+02 0.000000e+00 energy 3.649448e+02 5.651426e-02 3.649448e+01 displacement 6.554752e+01 2.604634e-01 8.620643e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2734020 5 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.533834e+06 6.658674e+01 0.000000e+00 energy 3.649448e+02 2.025116e-02 3.649448e+01 displacement 6.554752e+01 1.233609e-02 8.729888e-03 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2734020 6 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.533834e+06 2.301445e+00 0.000000e+00 energy 3.649448e+02 4.377096e-05 3.649448e+01 displacement 6.554752e+01 1.719314e-03 8.775706e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.485951e-18 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 : 1.943050e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -11.6253 0.20826 -1.63252 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.63252 5 -6.00467 0.117272 -1.63252 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 -7.16371 17.263 24.4887 2 7.20515 -17.3752 -24.6332 4 1.94289e-12 -2.49366e-14 0 5 -1.94628e-12 -9.75782e-15 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 192.525 -351.027 303.756 2 168.635 375.912 -215.809 4 0 0 2.98278e-13 5 0 0 1.7922e-13 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 3.38813e-15 3.46945e-14 0 2 0 0 0 3 -1.94289e-12 2.49366e-14 0 Data Record #6 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 15 : 0.75 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2734056 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.828640e+06 5.000347e+07 0.000000e+00 energy 4.165646e+02 2.748013e+01 4.165646e+01 displacement 1.158886e+02 1.158886e+02 1.158886e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732976 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.828640e+06 4.099327e+04 0.000000e+00 energy 4.165646e+02 9.010399e+00 4.165646e+01 displacement 1.158886e+02 1.068835e+00 1.257126e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733084 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.519823 convergence norms : INITIAL CURRENT REQUIRED residual 1.828640e+06 1.208572e+04 0.000000e+00 energy 4.165646e+02 3.357972e-01 4.165646e+01 displacement 1.158886e+02 1.396712e-01 1.292129e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733012 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 1.828640e+06 7.619756e+02 0.000000e+00 energy 4.165646e+02 2.172661e-01 4.165646e+01 displacement 1.158886e+02 8.809496e-02 1.321750e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733048 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 1.828640e+06 2.924757e+02 0.000000e+00 energy 4.165646e+02 1.226007e-01 4.165646e+01 displacement 1.158886e+02 5.617375e-02 1.332285e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733048 6 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.828640e+06 8.913418e+00 0.000000e+00 energy 4.165646e+02 4.738652e-03 4.165646e+01 displacement 1.158886e+02 9.633787e-03 1.334421e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.214355e-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 : 3.400393e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -11.6571 0.287422 -1.52341 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.52341 5 -6.00339 0.195898 -1.52341 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 -10.8708 26.5663 37.1841 2 10.892 -26.546 -37.288 4 3.40006e-12 -4.77049e-14 0 5 -3.40114e-12 1.69136e-13 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 293.448 -535.207 468.168 2 259.434 570.306 -330.265 4 0 0 5.21997e-13 5 0 0 -6.2619e-13 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 1.0842e-15 -1.21431e-13 0 2 0 0 0 3 -3.40006e-12 4.77049e-14 0 Data Record #6 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 16 : 0.8 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2733048 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139127e+06 4.995472e+07 0.000000e+00 energy 4.922748e+02 8.980045e+00 4.922748e+01 displacement 1.519299e+02 1.519299e+02 1.519299e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732400 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139127e+06 2.843676e+03 0.000000e+00 energy 4.922748e+02 1.054701e+00 4.922748e+01 displacement 1.519299e+02 5.574651e-01 1.542845e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732436 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.613284 convergence norms : INITIAL CURRENT REQUIRED residual 2.139127e+06 1.285561e+03 0.000000e+00 energy 4.922748e+02 8.962316e-02 4.922748e+01 displacement 1.519299e+02 4.901889e-02 1.557077e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732400 4 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.139127e+06 7.385767e+00 0.000000e+00 energy 4.922748e+02 1.582603e-03 4.922748e+01 displacement 1.519299e+02 3.098643e-02 1.557708e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732400 5 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 5 step from line search = 0.046516 convergence norms : INITIAL CURRENT REQUIRED residual 2.139127e+06 6.725245e+00 0.000000e+00 energy 4.922748e+02 1.750901e-03 4.922748e+01 displacement 1.519299e+02 9.907023e-04 1.557253e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.252607e-19 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.788347e-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 : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -11.6889 0.366583 -1.41431 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.41431 5 -6.00212 0.274524 -1.41431 Data Record #2 =========================================================================== Step = 16 Time = 0.8 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Forces 1 -15.6759 38.3464 53.4406 2 15.613 -38.3335 -53.4961 4 4.78784e-12 -6.9931e-14 0 5 -4.79109e-12 6.9931e-14 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 423.221 -770.315 676.69 2 375.76 819.91 -477.963 4 0 0 7.35063e-13 5 0 0 2.71563e-16 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 3.25261e-15 0 0 2 0 0 0 3 -4.78784e-12 6.9931e-14 0 Data Record #6 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 17 : 0.85 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732400 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773744e+06 5.213033e+07 0.000000e+00 energy 6.395268e+02 5.069212e+02 6.395268e+01 displacement 1.586410e+02 1.586410e+02 1.586410e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2731392 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.773744e+06 2.149591e+05 0.000000e+00 energy 6.395268e+02 6.442562e+01 6.395268e+01 displacement 1.586410e+02 2.786128e+00 1.567060e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2731176 3 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 171360 at gauss point 1 * * jacobian = -0.313167 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 171671 at gauss point 1 * * jacobian = -0.04819 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 171687 at gauss point 1 * * jacobian = -69.5332 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 171752 at gauss point 1 * * jacobian = -0.457492 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 178689 at gauss point 1 * * jacobian = -0.237558 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 96895 at gauss point 1 * * jacobian = -0.123851 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 131662 at gauss point 1 * * jacobian = -49.3968 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 193861 at gauss point 1 * * jacobian = -0.88884 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 105126 at gauss point 1 * * jacobian = -4.13623 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 178693 at gauss point 1 * * jacobian = -0.0992256 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 187337 at gauss point 1 * * jacobian = -0.0536479 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 131825 at gauss point 1 * * jacobian = -1.15989 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 131852 at gauss point 1 * * jacobian = -2.58088 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 112270 at gauss point 1 * * jacobian = -0.288123 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 193981 at gauss point 1 * * jacobian = -70.1561 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 112427 at gauss point 1 * * jacobian = -0.387123 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140090 at gauss point 1 * * jacobian = -0.257578 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 105949 at gauss point 1 * * jacobian = -10.0685 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 140491 at gauss point 1 * * jacobian = -2.27927 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 202193 at gauss point 1 * * jacobian = -1.21807 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 147461 at gauss point 1 * * jacobian = -2.51952 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 202226 at gauss point 1 * * jacobian = -20.3506 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 147650 at gauss point 1 * * jacobian = -7.10664 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 147695 at gauss point 1 * * jacobian = -4.88087 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 147810 at gauss point 1 * * jacobian = -0.0404232 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 175212 at gauss point 1 * * jacobian = -0.0620058 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195807 at gauss point 1 * * jacobian = -2.19663 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 195818 at gauss point 1 * * jacobian = -2.21308 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 99641 at gauss point 1 * * jacobian = -0.128914 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156160 at gauss point 1 * * jacobian = -0.817542 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156175 at gauss point 1 * * jacobian = -1.03372 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156181 at gauss point 1 * * jacobian = -31.9013 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 156188 at gauss point 1 * * jacobian = -1.29153 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 142736 at gauss point 1 * * jacobian = -1.41233 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 143067 at gauss point 1 * * jacobian = -4.57713 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 115727 at gauss point 1 * * jacobian = -0.154976 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 115829 at gauss point 1 * * jacobian = -0.475297 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 143642 at gauss point 1 * * jacobian = -2.2479 * * * ************************************************************************* ------- failed to converge at time : 0.85 Retrying time step. Retry attempt 1 of max 5 AUTO STEPPER: retry step, dt = 0.025 ===== beginning time step 17 : 0.825 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732508 1 Nonlinear solution status: time= 0.825 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.578994 convergence norms : INITIAL CURRENT REQUIRED residual 6.934440e+05 1.267667e+07 0.000000e+00 energy 1.599438e+02 1.649821e+01 1.599438e+01 displacement 3.991361e+01 1.338041e+01 1.338041e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732292 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 178765 at gauss point 1 * * jacobian = -0.624851 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 125094 at gauss point 1 * * jacobian = -0.337246 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 163578 at gauss point 1 * * jacobian = -1.20233 * * * ************************************************************************* ------- failed to converge at time : 0.825 Retrying time step. Retry attempt 2 of max 5 AUTO STEPPER: retry step, dt = 0.0125 ===== beginning time step 17 : 0.8125 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732580 1 Nonlinear solution status: time= 0.8125 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.460378 convergence norms : INITIAL CURRENT REQUIRED residual 1.733676e+05 3.160277e+06 0.000000e+00 energy 4.003017e+01 6.006222e+00 4.003017e+00 displacement 1.026116e+01 2.174831e+00 2.174831e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732940 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 178765 at gauss point 1 * * jacobian = -0.437598 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 125094 at gauss point 1 * * jacobian = -0.0866068 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 163578 at gauss point 1 * * jacobian = -0.813669 * * * ************************************************************************* ------- failed to converge at time : 0.8125 Retrying time step. Retry attempt 3 of max 5 AUTO STEPPER: retry step, dt = 0.00625 ===== beginning time step 17 : 0.80625 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732616 1 Nonlinear solution status: time= 0.80625 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.321538 convergence norms : INITIAL CURRENT REQUIRED residual 4.334769e+04 7.910497e+05 0.000000e+00 energy 1.004284e+01 1.503089e+00 1.004284e+00 displacement 2.862753e+00 2.959712e-01 2.959712e-05 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732508 2 ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 178765 at gauss point 1 * * jacobian = -0.0157626 * * * ************************************************************************* ************************************************************************* * ERROR * * * * Negative jacobian was detected at element 163578 at gauss point 1 * * jacobian = -0.112436 * * * ************************************************************************* ------- failed to converge at time : 0.80625 Retrying time step. Retry attempt 4 of max 5 AUTO STEPPER: retry step, dt = 0.003125 ===== beginning time step 17 : 0.803125 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732616 1 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 1 step from line search = 0.196865 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 1.984161e+05 0.000000e+00 energy 2.541541e+00 3.137891e-01 2.541541e-01 displacement 1.020502e+00 3.955027e-02 3.955027e-06 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732688 2 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 2 step from line search = 0.033422 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 1.853604e+05 0.000000e+00 energy 2.541541e+00 1.072914e-02 2.541541e-01 displacement 1.020502e+00 4.752382e-03 4.399343e-06 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732796 3 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 3 step from line search = 0.268156 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 1.024330e+05 0.000000e+00 energy 2.541541e+00 3.263415e-01 2.541541e-01 displacement 1.020502e+00 9.092409e-02 2.449163e-05 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732868 4 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 2.884866e+03 0.000000e+00 energy 2.541541e+00 7.269541e-01 2.541541e-01 displacement 1.020502e+00 3.288108e-01 1.005535e-04 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732976 5 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 11 stiffness matrix reformations = 5 step from line search = 0.527719 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 7.795483e+02 0.000000e+00 energy 2.541541e+00 1.869791e-02 2.541541e-01 displacement 1.020502e+00 1.286556e-02 1.007817e-04 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732832 6 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 12 stiffness matrix reformations = 6 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 1.674573e+01 0.000000e+00 energy 2.541541e+00 9.963848e-03 2.541541e-01 displacement 1.020502e+00 6.960123e-03 9.586150e-05 Reforming stiffness matrix: reformation #7 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732832 7 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 14 stiffness matrix reformations = 7 step from line search = 0.336418 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 7.124121e+00 0.000000e+00 energy 2.541541e+00 5.382519e-03 2.541541e-01 displacement 1.020502e+00 4.649575e-04 9.670599e-05 Reforming stiffness matrix: reformation #8 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732832 8 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 17 stiffness matrix reformations = 8 step from line search = 0.132641 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 5.447930e+00 0.000000e+00 energy 2.541541e+00 9.846263e-04 2.541541e-01 displacement 1.020502e+00 1.327282e-04 9.731164e-05 Reforming stiffness matrix: reformation #9 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732832 9 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 18 stiffness matrix reformations = 9 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 1.589564e+00 0.000000e+00 energy 2.541541e+00 1.813515e-04 2.541541e-01 displacement 1.020502e+00 3.762080e-03 9.725094e-05 Reforming stiffness matrix: reformation #10 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732832 10 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 19 stiffness matrix reformations = 10 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 1.074003e-01 0.000000e+00 energy 2.541541e+00 1.438680e-05 2.541541e-01 displacement 1.020502e+00 1.502646e-04 9.693541e-05 Reforming stiffness matrix: reformation #11 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732832 11 Nonlinear solution status: time= 0.803125 stiffness updates = 0 right hand side evaluations = 20 stiffness matrix reformations = 11 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.084235e+04 4.083200e-03 0.000000e+00 energy 2.541541e+00 1.689345e-06 2.541541e-01 displacement 1.020502e+00 4.158007e-05 9.663220e-05 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.041007e-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 : 2.914860e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 11 number of reformations : 0 ------- converged at time : 0.803125 Data Record #1 =========================================================================== Step = 17 Time = 0.803125 Data = center_of_mass 1 -11.6909 0.371531 -1.40749 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.40749 5 -6.00204 0.279438 -1.40749 Data Record #2 =========================================================================== Step = 17 Time = 0.803125 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 = 0.803125 Data = Reaction_Forces 1 -15.8108 38.8471 54.202 2 15.8109 -38.8472 -54.2022 4 -2.91434e-12 5.52943e-14 0 5 2.91244e-12 4.87891e-14 0 Data Record #4 =========================================================================== Step = 17 Time = 0.803125 Data = Reaction_Torques 1 429.928 -781.415 685.551 2 381.242 830.697 -484.252 4 0 0 -4.47462e-13 5 0 0 -5.36653e-13 Data Record #5 =========================================================================== Step = 17 Time = 0.803125 Data = Rigid_Connector_Force 1 1.89735e-15 -1.04083e-13 0 2 0 0 0 3 2.91434e-12 -5.52943e-14 0 Data Record #6 =========================================================================== Step = 17 Time = 0.803125 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0125 ===== beginning time step 18 : 0.815625 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732832 1 Nonlinear solution status: time= 0.815625 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810736e+05 3.120964e+06 0.000000e+00 energy 4.092229e+01 1.488758e-02 4.092229e+00 displacement 9.887726e+00 9.887726e+00 9.887726e-04 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732688 2 Nonlinear solution status: time= 0.815625 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810736e+05 2.085050e-01 0.000000e+00 energy 4.092229e+01 5.476480e-05 4.092229e+00 displacement 9.887726e+00 4.510303e-03 9.957983e-04 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732688 3 Nonlinear solution status: time= 0.815625 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.810736e+05 3.463850e-04 0.000000e+00 energy 4.092229e+01 2.379913e-06 4.092229e+00 displacement 9.887726e+00 4.604572e-05 9.967132e-04 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.470600e-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 : 1.908332e-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 : 0.815625 Data Record #1 =========================================================================== Step = 18 Time = 0.815625 Data = center_of_mass 1 -11.6988 0.391321 -1.38021 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.38021 5 -6.00172 0.299095 -1.38021 Data Record #2 =========================================================================== Step = 18 Time = 0.815625 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 = 0.815625 Data = Reaction_Forces 1 -17.0877 42.038 58.592 2 17.0864 -42.0397 -58.5904 4 1.9082e-12 -2.27682e-14 0 5 -1.91714e-12 -3.24176e-13 0 Data Record #4 =========================================================================== Step = 18 Time = 0.815625 Data = Reaction_Torques 1 465.094 -845.078 742.069 2 412.809 898.228 -524.217 4 0 0 2.92947e-13 5 0 0 1.79012e-12 Data Record #5 =========================================================================== Step = 18 Time = 0.815625 Data = Rigid_Connector_Force 1 8.94467e-15 3.46945e-13 0 2 0 0 0 3 -1.9082e-12 2.27682e-14 0 Data Record #6 =========================================================================== Step = 18 Time = 0.815625 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.02 ===== beginning time step 19 : 0.835625 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2732688 1 Nonlinear solution status: time= 0.835625 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.627250e+05 7.992186e+06 0.000000e+00 energy 1.046585e+02 1.127298e+00 1.046585e+01 displacement 2.569494e+01 2.569494e+01 2.569494e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2731968 2 Nonlinear solution status: time= 0.835625 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.627250e+05 1.778579e+01 0.000000e+00 energy 1.046585e+02 5.404167e-03 1.046585e+01 displacement 2.569494e+01 2.134915e-02 2.602296e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2731932 3 Nonlinear solution status: time= 0.835625 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.627250e+05 1.602132e+01 0.000000e+00 energy 1.046585e+02 4.551072e-03 1.046585e+01 displacement 2.569494e+01 1.128487e-02 2.626217e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2731932 4 Nonlinear solution status: time= 0.835625 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.627250e+05 2.362842e-01 0.000000e+00 energy 1.046585e+02 3.273299e-04 1.046585e+01 displacement 2.569494e+01 5.704893e-04 2.636031e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.389059e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.591985e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.835625 Data Record #1 =========================================================================== Step = 19 Time = 0.835625 Data = center_of_mass 1 -11.7116 0.422986 -1.33657 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.33657 5 -6.00121 0.330545 -1.33657 Data Record #2 =========================================================================== Step = 19 Time = 0.835625 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 = 0.835625 Data = Reaction_Forces 1 -19.1969 47.3251 65.854 2 19.1967 -47.3248 -65.8538 4 6.59195e-13 -2.1684e-15 0 5 -6.65158e-13 -1.36609e-13 0 Data Record #4 =========================================================================== Step = 19 Time = 0.835625 Data = Reaction_Torques 1 523.267 -950.493 835.729 2 465.104 1010.07 -590.425 4 0 0 1.01186e-13 5 0 0 7.16247e-13 Data Record #5 =========================================================================== Step = 19 Time = 0.835625 Data = Rigid_Connector_Force 1 5.96311e-15 1.38778e-13 0 2 0 0 0 3 -6.59195e-13 2.1684e-15 0 Data Record #6 =========================================================================== Step = 19 Time = 0.835625 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.026 ===== beginning time step 20 : 0.861625 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2731932 1 Nonlinear solution status: time= 0.861625 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.247762e+05 1.357535e+07 0.000000e+00 energy 2.078570e+02 2.139760e+01 2.078570e+01 displacement 4.546959e+01 4.546959e+01 4.546959e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730888 2 Nonlinear solution status: time= 0.861625 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.247762e+05 1.146056e+04 0.000000e+00 energy 2.078570e+02 4.281824e+00 2.078570e+01 displacement 4.546959e+01 2.252384e-01 4.703282e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730816 3 Nonlinear solution status: time= 0.861625 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.247762e+05 2.748748e+03 0.000000e+00 energy 2.078570e+02 6.665813e-01 2.078570e+01 displacement 4.546959e+01 4.876163e-02 4.732296e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730852 4 Nonlinear solution status: time= 0.861625 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.247762e+05 3.544131e+02 0.000000e+00 energy 2.078570e+02 1.412218e-01 2.078570e+01 displacement 4.546959e+01 9.664381e-02 4.678424e-03 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730852 5 Nonlinear solution status: time= 0.861625 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 5 step from line search = 0.126997 convergence norms : INITIAL CURRENT REQUIRED residual 9.247762e+05 2.715536e+02 0.000000e+00 energy 2.078570e+02 5.250470e-03 2.078570e+01 displacement 4.546959e+01 3.745350e-04 4.676173e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.685848e-18 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 : 3.504481e-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 : 0.861625 Data Record #1 =========================================================================== Step = 20 Time = 0.861625 Data = center_of_mass 1 -11.7281 0.46415 -1.27983 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.27983 5 -6.00055 0.371431 -1.27983 Data Record #2 =========================================================================== Step = 20 Time = 0.861625 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 = 0.861625 Data = Reaction_Forces 1 -22.0268 54.5527 75.7653 2 22.0362 -54.4358 -75.6349 4 3.50414e-12 -4.87891e-14 0 5 -3.50875e-12 -3.79471e-14 0 Data Record #4 =========================================================================== Step = 20 Time = 0.861625 Data = Reaction_Torques 1 602.154 -1094.59 963.512 2 535.611 1160.77 -679.547 4 0 0 5.37975e-13 5 0 0 4.47728e-13 Data Record #5 =========================================================================== Step = 20 Time = 0.861625 Data = Rigid_Connector_Force 1 4.60786e-15 8.67362e-14 0 2 0 0 0 3 -3.50414e-12 4.87891e-14 0 Data Record #6 =========================================================================== Step = 20 Time = 0.861625 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0308 ===== beginning time step 21 : 0.892425 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730852 1 Nonlinear solution status: time= 0.892425 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026075e+06 1.895031e+07 0.000000e+00 energy 2.721230e+02 2.180994e+00 2.721230e+01 displacement 6.670953e+01 6.670953e+01 6.670953e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730384 2 Nonlinear solution status: time= 0.892425 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026075e+06 2.889903e+02 0.000000e+00 energy 2.721230e+02 9.928021e-02 2.721230e+01 displacement 6.670953e+01 1.462078e-01 7.006206e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730348 3 Nonlinear solution status: time= 0.892425 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.026075e+06 9.205600e+00 0.000000e+00 energy 2.721230e+02 3.066650e-03 2.721230e+01 displacement 6.670953e+01 2.576440e-02 7.206345e-03 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730348 4 Nonlinear solution status: time= 0.892425 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 0.116041 convergence norms : INITIAL CURRENT REQUIRED residual 1.026075e+06 7.357350e+00 0.000000e+00 energy 2.721230e+02 2.737799e-04 2.721230e+01 displacement 6.670953e+01 4.302717e-05 7.210191e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.470671e-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 : 4.302550e-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 : 0.892425 Data Record #1 =========================================================================== Step = 21 Time = 0.892425 Data = center_of_mass 1 -11.7477 0.512913 -1.21262 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.21262 5 -5.99977 0.419864 -1.21262 Data Record #2 =========================================================================== Step = 21 Time = 0.892425 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 = 21 Time = 0.892425 Data = Reaction_Forces 1 -26.5859 61.8416 88.0885 2 25.6152 -63.4042 -87.9649 4 4.30211e-12 -6.12574e-14 0 5 -4.31133e-12 -2.85687e-13 0 Data Record #4 =========================================================================== Step = 21 Time = 0.892425 Data = Reaction_Torques 1 695.697 -1271.03 1104.87 2 624.724 1351.19 -792.245 4 0 0 6.60488e-13 5 0 0 1.79014e-12 Data Record #5 =========================================================================== Step = 21 Time = 0.892425 Data = Rigid_Connector_Force 1 9.21572e-15 3.46945e-13 0 2 0 0 0 3 -4.30211e-12 6.12574e-14 0 Data Record #6 =========================================================================== Step = 21 Time = 0.892425 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.03464 ===== beginning time step 22 : 0.927065 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730384 1 Nonlinear solution status: time= 0.927065 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.359948e+06 2.400813e+07 0.000000e+00 energy 3.659214e+02 1.573709e+01 3.659214e+01 displacement 9.459382e+01 9.459382e+01 9.459382e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730204 2 Nonlinear solution status: time= 0.927065 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.359948e+06 2.615590e+01 0.000000e+00 energy 3.659214e+02 2.684799e-02 3.659214e+01 displacement 9.459382e+01 7.635355e-02 9.499837e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730276 3 Nonlinear solution status: time= 0.927065 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.413861 convergence norms : INITIAL CURRENT REQUIRED residual 1.359948e+06 3.315052e+01 0.000000e+00 energy 3.659214e+02 9.648364e-05 3.659214e+01 displacement 9.459382e+01 3.434038e-03 9.554682e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.214455e-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 : 3.608861e-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 : 0.927065 Data Record #1 =========================================================================== Step = 22 Time = 0.927065 Data = center_of_mass 1 -11.7697 0.567756 -1.13704 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.13704 5 -5.99889 0.474336 -1.13704 Data Record #2 =========================================================================== Step = 22 Time = 0.927065 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 = 22 Time = 0.927065 Data = Reaction_Forces 1 -30.0173 73.2341 102.2 2 29.7194 -73.6999 -102.123 4 -3.60822e-12 6.77626e-14 0 5 3.60633e-12 5.3668e-14 0 Data Record #4 =========================================================================== Step = 22 Time = 0.927065 Data = Reaction_Torques 1 811.385 -1478.96 1299.15 2 727.368 1570.01 -921.683 4 0 0 -5.53998e-13 5 0 0 -6.26122e-13 Data Record #5 =========================================================================== Step = 22 Time = 0.927065 Data = Rigid_Connector_Force 1 1.89735e-15 -1.21431e-13 0 2 0 0 0 3 3.60822e-12 -6.77626e-14 0 Data Record #6 =========================================================================== Step = 22 Time = 0.927065 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.037712 ===== beginning time step 23 : 0.964777 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730240 1 Nonlinear solution status: time= 0.964777 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.660489e+06 2.843763e+07 0.000000e+00 energy 4.574526e+02 2.051753e+01 4.574526e+01 displacement 1.156719e+02 1.156719e+02 1.156719e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730744 2 Nonlinear solution status: time= 0.964777 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.660489e+06 6.469861e+03 0.000000e+00 energy 4.574526e+02 5.625918e+00 4.574526e+01 displacement 1.156719e+02 3.504994e-01 1.145488e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730780 3 Nonlinear solution status: time= 0.964777 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.546827 convergence norms : INITIAL CURRENT REQUIRED residual 1.660489e+06 6.919705e+03 0.000000e+00 energy 4.574526e+02 4.745938e-01 4.574526e+01 displacement 1.156719e+02 7.385484e-02 1.175854e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730780 4 Nonlinear solution status: time= 0.964777 stiffness updates = 0 right hand side evaluations = 6 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.660489e+06 1.645675e+01 0.000000e+00 energy 4.574526e+02 1.709136e-02 4.574526e+01 displacement 1.156719e+02 2.333462e-02 1.162100e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730708 5 Nonlinear solution status: time= 0.964777 stiffness updates = 0 right hand side evaluations = 9 stiffness matrix reformations = 5 step from line search = 0.202053 convergence norms : INITIAL CURRENT REQUIRED residual 1.660489e+06 2.221632e+01 0.000000e+00 energy 4.574526e+02 1.482757e-03 4.574526e+01 displacement 1.156719e+02 5.406622e-04 1.164256e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.041060e-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 : 4.406938e-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 : 0.964777 Data Record #1 =========================================================================== Step = 23 Time = 0.964777 Data = center_of_mass 1 -11.7937 0.627463 -1.05474 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -1.05474 5 -5.99793 0.533639 -1.05474 Data Record #2 =========================================================================== Step = 23 Time = 0.964777 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 = 23 Time = 0.964777 Data = Reaction_Forces 1 -35.341 84.3372 118.445 2 34.5428 -85.7496 -118.7 4 -4.4062e-12 8.07731e-14 0 5 4.40403e-12 2.33103e-14 0 Data Record #4 =========================================================================== Step = 23 Time = 0.964777 Data = Reaction_Torques 1 938.596 -1714.08 1502.41 2 847.429 1825.99 -1072.91 4 0 0 -6.76512e-13 5 0 0 -5.36631e-13 Data Record #5 =========================================================================== Step = 23 Time = 0.964777 Data = Rigid_Connector_Force 1 2.1684e-15 -1.04083e-13 0 2 0 0 0 3 4.4062e-12 -8.07731e-14 0 Data Record #6 =========================================================================== Step = 23 Time = 0.964777 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 AUTO STEPPER: increasing time step, dt = 0.0401696 MUST POINT CONTROLLER: adjusting time step. dt = 0.035223 ===== beginning time step 24 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730708 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.500799e+06 2.500452e+07 0.000000e+00 energy 4.210566e+02 1.588385e+02 4.210566e+01 displacement 1.002665e+02 1.002665e+02 1.002665e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730060 2 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.500799e+06 2.955796e+04 0.000000e+00 energy 4.210566e+02 9.113971e+00 4.210566e+01 displacement 1.002665e+02 1.924106e+00 1.003051e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730024 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.360996 convergence norms : INITIAL CURRENT REQUIRED residual 1.500799e+06 1.558865e+04 0.000000e+00 energy 4.210566e+02 1.721466e-01 4.210566e+01 displacement 1.002665e+02 1.981367e-01 1.002685e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2729988 4 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 7 stiffness matrix reformations = 4 step from line search = 0.517866 convergence norms : INITIAL CURRENT REQUIRED residual 1.500799e+06 4.488674e+03 0.000000e+00 energy 4.210566e+02 2.052411e-01 4.210566e+01 displacement 1.002665e+02 1.219818e-01 1.005102e-02 Reforming stiffness matrix: reformation #5 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730096 5 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 8 stiffness matrix reformations = 5 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.500799e+06 1.268484e+02 0.000000e+00 energy 4.210566e+02 6.942623e-02 4.210566e+01 displacement 1.002665e+02 4.270358e-02 1.011787e-02 Reforming stiffness matrix: reformation #6 ===== reforming stiffness matrix: Nr of equations ........................... : 64716 Nr of nonzeroes in stiffness matrix ....... : 2730168 6 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 10 stiffness matrix reformations = 6 step from line search = 0.247822 convergence norms : INITIAL CURRENT REQUIRED residual 1.500799e+06 7.795982e+01 0.000000e+00 energy 4.210566e+02 1.714458e-02 4.210566e+01 displacement 1.002665e+02 4.330624e-03 1.012152e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.960038e-18 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 : 1.561330e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 6 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 24 Time = 1 Data = center_of_mass 1 -11.8161 0.683229 -0.977883 2 -6.02 -0.83 -23.965 4 -6.02 -0.83 -0.977883 5 -5.99703 0.589028 -0.977883 Data Record #2 =========================================================================== Step = 24 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 = 24 Time = 1 Data = Reaction_Forces 1 -39.9999 94.074 137.06 2 39.3568 -97.7193 -135.172 4 1.56125e-12 -1.57209e-14 0 5 -1.56667e-12 -5.3668e-14 0 Data Record #4 =========================================================================== Step = 24 Time = 1 Data = Reaction_Torques 1 1077.33 -1986.9 1679.06 2 966.682 2080.14 -1222.83 4 0 0 2.39677e-13 5 0 0 3.58327e-13 Data Record #5 =========================================================================== Step = 24 Time = 1 Data = Rigid_Connector_Force 1 5.42101e-15 6.93889e-14 0 2 0 0 0 3 -1.56125e-12 1.57209e-14 0 Data Record #6 =========================================================================== Step = 24 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 .................... : 24 Total number of equilibrium iterations ............ : 104 Average number of equilibrium iterations .......... : 4.33333 Total number of right hand evaluations ............ : 168 Total number of stiffness reformations ............ : 108 Time in linear solver: 0:01:31 Elapsed time : 0:02:58 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 ...................... : 0:02:58 (178 sec) IO-time (plot, dmp, data) .... : 0:00:01 (1 sec) reforming stiffness .......... : 0:00:14 (14 sec) evaluating stiffness ......... : 0:00:22 (22 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:49 (49 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:01:31 (91 sec) Total elapsed time .............. : 0:02:59 (179 sec) N O R M A L T E R M I N A T I O N