=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_r10.0.feb Plot file : FeBio_custom_tension_r10.0.xplt Log file : FeBio_custom_tension_r10.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 69975 Number of solid elements ....................... : 102548 Number of shell elements ....................... : 97200 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 .................................... : -8.22,-5.25,19.8 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.3,-6.41,-0.955 --------------------------------------------------------------------------- 3 - ACL (type: coupled trans-iso Mooney-Rivlin) density ........................................... : 1e-09 c1 ................................................ : 0.025491 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 1475.48 lambda ............................................ : 1.046 lam_max ........................................... : 1.046 k ................................................. : 0.25491 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.3,-6.41,19.8 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.43722,-5.06775,19.8 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -8.22, -5.25, 19.8 mass : 5.97639e-316 Ixx Ixy Ixz : 2.96439e-323, 2.122e-314, 3.95253e-322 Ixy Iyy Iyz : 2.122e-314, 5.50965e-310, 3.16202e-322 Ixz Iyz Izz : 3.95253e-322, 3.16202e-322, 5.9764e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -6.3, -6.41, -0.955 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 5.9768e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 5.9768e-316 Ixz Iyz Izz : 5.9768e-316, 5.9768e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -6.3, -6.41, 19.8 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : -6.43722, -5.06775, 19.8 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 2.88 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2469330 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 3.736966e-01 8.600526e+06 0.000000e+00 energy 1.057553e+00 1.911673e-02 1.057553e-01 displacement 1.405737e+02 1.405737e+02 1.405737e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2469006 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 3.736966e-01 1.330790e-03 0.000000e+00 energy 1.057553e+00 1.315909e-03 1.057553e-01 displacement 1.405737e+02 3.229448e+00 1.243797e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2469042 3 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.736966e-01 5.989103e-05 0.000000e+00 energy 1.057553e+00 5.882064e-05 1.057553e-01 displacement 1.405737e+02 7.890889e-02 1.237311e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.311667e-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 : 6.341448e-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 : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -8.24522 -5.17773 19.922 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 19.922 5 -6.44479 -4.99367 19.922 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 -0.0437171 0.0976182 0.176928 2 0.0436019 -0.0972171 -0.176318 4 -6.30572e-12 -6.72205e-13 0 5 6.39679e-12 -1.53957e-13 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 2.91032 -1.51023 1.55791 2 -1.08749 2.07569 -1.41929 4 -2.38815e-27 2.24024e-26 8.55612e-12 5 0 0 1.48946e-12 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 -9.1073e-14 8.26162e-13 0 2 0 0 0 3 6.30572e-12 6.72205e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468934 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.125588e+00 8.600526e+06 0.000000e+00 energy 1.672061e+00 3.900831e-03 1.672061e-01 displacement 1.189171e+02 1.189171e+02 1.189171e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468862 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.125588e+00 5.605429e-07 0.000000e+00 energy 1.672061e+00 8.112496e-06 1.672061e-01 displacement 1.189171e+02 3.639700e-01 1.146049e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.599515e-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 : 3.859674e-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 -8.27044 -5.10546 20.0439 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.0439 5 -6.45236 -4.91959 20.0439 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 -0.104242 0.235489 0.425986 2 0.104153 -0.234879 -0.425143 4 -3.83374e-12 -4.46691e-13 0 5 3.92373e-12 -3.07913e-13 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 6.97488 -3.61692 3.71746 2 -2.58984 4.95974 -3.38556 4 -1.58697e-27 1.36202e-26 5.20714e-12 5 0 0 1.3617e-12 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -8.99888e-14 7.54605e-13 0 2 0 0 0 3 3.83374e-12 4.46691e-13 0 Data Record #6 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 3 : 0.15 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468898 1 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.810278e+00 8.600526e+06 0.000000e+00 energy 2.528655e+00 4.798144e-03 2.528655e-01 displacement 1.106883e+02 1.106883e+02 1.106883e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468574 2 Nonlinear solution status: time= 0.15 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.810278e+00 1.070834e-07 0.000000e+00 energy 2.528655e+00 4.103612e-06 2.528655e-01 displacement 1.106883e+02 3.317246e-01 1.068294e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.168513e-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 : 7.489929e-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 -8.29565 -5.03318 20.1659 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.1659 5 -6.45994 -4.84552 20.1659 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 -0.188175 0.432148 0.778044 2 0.188121 -0.431688 -0.777412 4 7.45931e-12 6.76542e-13 0 5 -7.46148e-12 -4.59702e-13 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 12.7166 -6.55414 6.73135 2 -4.66114 8.971 -6.12481 4 2.40356e-27 -2.65008e-26 -1.01051e-11 5 0 0 -3.86974e-13 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 2.1684e-15 -2.1684e-13 0 2 0 0 0 3 -7.45931e-12 -6.76542e-13 0 Data Record #6 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 4 : 0.2 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468610 1 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.504174e+01 8.600526e+06 0.000000e+00 energy 4.028870e+00 6.297783e-03 4.028870e-01 displacement 1.032520e+02 1.032520e+02 1.032520e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468358 2 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.504174e+01 9.101731e-06 0.000000e+00 energy 4.028870e+00 3.066393e-06 4.028870e-01 displacement 1.032520e+02 2.996916e-01 9.997053e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.134716e-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 : 1.144950e-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 -8.32087 -4.96091 20.2879 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.2879 5 -6.46751 -4.77144 20.2879 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 -0.30712 0.721415 1.28977 2 0.307125 -0.721157 -1.28946 4 1.14492e-12 8.67362e-15 0 5 -1.0571e-12 -6.15827e-13 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 21.0504 -10.778 11.0602 2 -7.59569 14.6938 -10.0461 4 3.08149e-29 -4.06756e-27 -1.53796e-12 5 0 0 1.09843e-12 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -8.78204e-14 6.07153e-13 0 2 0 0 0 3 -1.14492e-12 -8.67362e-15 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468466 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 5.727907e+01 8.600526e+06 0.000000e+00 energy 6.599185e+00 5.934070e-02 6.599185e-01 displacement 9.699578e+01 9.699578e+01 9.699578e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468178 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 5.727907e+01 1.634765e-05 0.000000e+00 energy 6.599185e+00 1.519976e-05 6.599185e-01 displacement 9.699578e+01 2.623299e-01 9.482217e-03 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.433678e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.246300e-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 -8.34609 -4.88864 20.4099 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.4099 5 -6.47508 -4.69737 20.4099 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 -0.481655 1.16378 2.06252 2 0.480892 -1.16033 -2.05729 4 -5.20417e-12 -6.63532e-13 0 5 5.38306e-12 -7.58942e-13 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 33.6139 -17.1035 17.5236 2 -11.8753 23.1228 -15.8401 4 -2.35734e-27 1.84889e-26 7.07637e-12 5 0 0 2.56856e-12 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -1.78893e-13 1.42247e-12 0 2 0 0 0 3 5.20417e-12 6.63532e-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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468502 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 6.744630e+02 8.600527e+06 0.000000e+00 energy 1.508426e+01 4.485292e-03 1.508426e+00 displacement 9.275807e+01 9.275807e+01 9.275807e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468034 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 6.744630e+02 5.222488e-03 0.000000e+00 energy 1.508426e+01 8.812383e-05 1.508426e+00 displacement 9.275807e+01 2.378095e-01 9.167140e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468034 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 6.744630e+02 2.715596e-04 0.000000e+00 energy 1.508426e+01 1.337676e-06 1.508426e+00 displacement 9.275807e+01 1.442638e-04 9.170028e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.381918e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.742084e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -8.37131 -4.81637 20.5318 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.5318 5 -6.48266 -4.62329 20.5318 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 -0.748597 1.86206 3.27125 2 0.748594 -1.86205 -3.27123 4 -2.70617e-12 -4.42354e-13 0 5 2.88398e-12 -9.28077e-13 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 53.2642 -26.9206 27.5389 2 -18.4675 36.2296 -24.8749 4 -1.57156e-27 9.61424e-27 3.69306e-12 5 0 0 2.47559e-12 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -1.77809e-13 1.37043e-12 0 2 0 0 0 3 2.70617e-12 4.42354e-13 0 Data Record #6 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 7 : 0.35 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468034 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 1.097073e+03 8.600529e+06 0.000000e+00 energy 2.237464e+01 7.561562e-03 2.237464e+00 displacement 9.201903e+01 9.201903e+01 9.201903e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467854 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 1.097073e+03 3.175026e-02 0.000000e+00 energy 2.237464e+01 1.206927e-04 2.237464e+00 displacement 9.201903e+01 1.741361e-01 9.175965e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467998 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 1.097073e+03 1.439106e-05 0.000000e+00 energy 2.237464e+01 9.015474e-07 2.237464e+00 displacement 9.201903e+01 2.138371e-04 9.184188e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.295951e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.943923e-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 : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -8.39652 -4.74409 20.6538 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.6538 5 -6.49023 -4.54921 20.6538 Data Record #2 =========================================================================== Step = 7 Time = 0.35 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Forces 1 -1.19899 3.0804 5.36018 2 1.19847 -3.0788 -5.35752 4 -2.08167e-13 -2.08167e-13 0 5 3.85976e-13 -1.07553e-12 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 87.2005 -43.7793 44.694 2 -29.5516 58.4242 -40.2147 4 -7.39557e-28 7.39557e-28 3.07977e-13 5 0 0 2.32095e-12 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.77809e-13 1.2837e-12 0 2 0 0 0 3 2.08167e-13 2.08167e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467998 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 3.909557e+03 8.600532e+06 0.000000e+00 energy 4.008586e+01 1.148672e-01 4.008586e+00 displacement 9.041564e+01 9.041564e+01 9.041564e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468034 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 3.909557e+03 4.492137e-02 0.000000e+00 energy 4.008586e+01 3.532792e-04 4.008586e+00 displacement 9.041564e+01 1.501244e-01 8.831286e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467926 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.909557e+03 1.131915e-04 0.000000e+00 energy 4.008586e+01 3.733394e-06 4.008586e+00 displacement 9.041564e+01 2.224029e-04 8.834780e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.226943e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.289901e-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 -8.42174 -4.67182 20.7758 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.7758 5 -6.4978 -4.47514 20.7758 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 -1.97413 5.22542 9.01657 2 1.97412 -5.2254 -9.01655 4 2.28983e-12 1.73472e-14 0 5 -2.11419e-12 -1.23165e-12 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 146.453 -73.2403 74.5465 2 -48.5732 97.0084 -66.8906 4 6.16298e-29 -8.13513e-27 -3.07592e-12 5 0 0 2.19685e-12 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -1.75641e-13 1.21431e-12 0 2 0 0 0 3 -2.28983e-12 -1.73472e-14 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467926 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 7.003105e+03 8.600546e+06 0.000000e+00 energy 5.799824e+01 4.036442e-01 5.799824e+00 displacement 8.614649e+01 8.614649e+01 8.614649e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468322 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 7.003105e+03 2.164267e-01 0.000000e+00 energy 5.799824e+01 8.775771e-04 5.799824e+00 displacement 8.614649e+01 1.769317e-01 8.301922e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468286 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 7.003105e+03 9.567604e-04 0.000000e+00 energy 5.799824e+01 2.809376e-06 5.799824e+00 displacement 8.614649e+01 6.564186e-04 8.302125e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.158312e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.724256e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -8.44696 -4.59955 20.8977 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.8977 5 -6.50537 -4.40106 20.8977 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 -3.33148 9.03667 15.4892 2 3.33142 -9.03649 -15.489 4 4.71845e-12 2.34188e-13 0 5 -4.54281e-12 -1.37911e-12 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 250.995 -125.494 127.249 2 -81.5615 165.037 -113.877 4 8.32002e-28 -1.67633e-26 -6.36549e-12 5 0 0 2.07315e-12 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -1.75641e-13 1.14492e-12 0 2 0 0 0 3 -4.71845e-12 -2.34188e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2468286 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.293271e+04 8.600572e+06 0.000000e+00 energy 8.529526e+01 7.205084e-01 8.529526e+00 displacement 7.992621e+01 7.992621e+01 7.992621e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467962 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.293271e+04 3.929936e-01 0.000000e+00 energy 8.529526e+01 3.969117e-03 8.529526e+00 displacement 7.992621e+01 2.868823e-01 7.657253e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467890 3 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.293271e+04 1.086263e-03 0.000000e+00 energy 8.529526e+01 2.058922e-05 8.529526e+00 displacement 7.992621e+01 1.905813e-03 7.645949e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.829531e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.553419e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -8.47218 -4.52728 21.0197 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.0197 5 -6.51295 -4.32699 21.0197 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 -5.56136 15.3447 26.1794 2 5.56178 -15.3459 -26.1814 4 -2.498e-12 -5.29091e-13 0 5 1.86483e-12 7.32921e-12 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 423.375 -212.066 214.307 2 -135.477 277.429 -191.46 4 -1.87971e-27 8.87469e-27 3.42555e-12 5 0 0 -1.22385e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 6.33174e-13 -6.80012e-12 0 2 0 0 0 3 2.498e-12 5.29091e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467854 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 2.033324e+04 8.600584e+06 0.000000e+00 energy 1.197172e+02 8.446363e-01 1.197172e+01 displacement 7.332733e+01 7.332733e+01 7.332733e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467350 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 2.033324e+04 4.751100e-01 0.000000e+00 energy 1.197172e+02 4.524670e-03 1.197172e+01 displacement 7.332733e+01 3.111227e-01 7.045616e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467386 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 2.033324e+04 1.026996e-03 0.000000e+00 energy 1.197172e+02 2.380288e-05 1.197172e+01 displacement 7.332733e+01 2.076363e-03 7.036579e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.898624e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.949030e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -8.4974 -4.45501 21.1417 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.1417 5 -6.52052 -4.25291 21.1417 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 -8.73107 24.3427 41.4099 2 8.73206 -24.3455 -41.4147 4 0 -2.94903e-13 0 5 -6.33174e-13 7.16441e-12 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 668.739 -335.931 338.57 2 -211.821 437.916 -302.183 4 -1.04771e-27 0 4.04662e-14 5 0 0 -1.23622e-11 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 6.33174e-13 -6.8695e-12 0 2 0 0 0 3 0 2.94903e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467386 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.704292e+04 8.600568e+06 0.000000e+00 energy 1.415765e+02 5.849220e-01 1.415765e+01 displacement 6.782355e+01 6.782355e+01 6.782355e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467206 2 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.704292e+04 2.229456e-01 0.000000e+00 energy 1.415765e+02 2.830718e-03 1.415765e+01 displacement 6.782355e+01 2.091584e-01 6.625646e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467206 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 2.704292e+04 2.571145e-04 0.000000e+00 energy 1.415765e+02 8.256326e-06 1.415765e+01 displacement 6.782355e+01 5.677879e-04 6.623201e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.095685e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.457274e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -8.52261 -4.38273 21.2636 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.2636 5 -6.52809 -4.17883 21.2636 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 -12.5681 35.2504 59.8619 2 12.5686 -35.252 -59.8645 4 -6.38378e-12 -9.71445e-13 0 5 5.84168e-12 7.04298e-12 0 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 966.268 -486.502 489.47 2 -304.416 632.729 -436.621 4 -3.45127e-27 2.26798e-26 8.70196e-12 5 0 0 -1.0923e-11 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 5.42101e-13 -6.07153e-12 0 2 0 0 0 3 6.38378e-12 9.71445e-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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467170 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 3.098930e+04 8.600553e+06 0.000000e+00 energy 1.570827e+02 3.719118e-01 1.570827e+01 displacement 6.539051e+01 6.539051e+01 6.539051e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467674 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 3.098930e+04 1.294060e-01 0.000000e+00 energy 1.570827e+02 1.568097e-03 1.570827e+01 displacement 6.539051e+01 1.340409e-01 6.493394e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467674 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.098930e+04 1.178910e-04 0.000000e+00 energy 1.570827e+02 4.835174e-06 1.570827e+01 displacement 6.539051e+01 1.687085e-04 6.493736e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.164802e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.820529e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -8.54783 -4.31046 21.3856 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.3856 5 -6.53566 -4.10476 21.3856 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 -16.7904 47.2598 80.1715 2 16.7906 -47.2604 -80.1725 4 -3.747e-12 -7.45931e-13 0 5 3.2049e-12 6.88685e-12 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 1294.21 -652.676 655.93 2 -406.725 847.582 -584.956 4 -2.65008e-27 1.3312e-26 5.13178e-12 5 0 0 -1.10467e-11 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 5.42101e-13 -6.14092e-12 0 2 0 0 0 3 3.747e-12 7.45931e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467674 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 3.444705e+04 8.600544e+06 0.000000e+00 energy 1.661245e+02 1.879309e-01 1.661245e+01 displacement 6.480375e+01 6.480375e+01 6.480375e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467566 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 3.444705e+04 1.193983e-01 0.000000e+00 energy 1.661245e+02 1.198625e-03 1.661245e+01 displacement 6.480375e+01 1.024827e-01 6.521328e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467602 3 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.444705e+04 1.146946e-04 0.000000e+00 energy 1.661245e+02 3.653114e-06 1.661245e+01 displacement 6.480375e+01 1.507835e-04 6.525249e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.140495e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.503717e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -8.57305 -4.23819 21.5076 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.5076 5 -6.54324 -4.03068 21.5076 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 -21.22 59.8611 101.479 2 21.2201 -59.8614 -101.479 4 7.49401e-12 3.81639e-13 0 5 -8.12718e-12 6.73073e-12 0 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 1638.42 -827.518 830.909 2 -514.177 1073.51 -740.932 4 1.35585e-27 -2.66241e-26 -1.01112e-11 5 0 0 -1.27952e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 6.33174e-13 -7.11237e-12 0 2 0 0 0 3 -7.49401e-12 -3.81639e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467602 1 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765890e+04 8.600534e+06 0.000000e+00 energy 1.762539e+02 1.452462e-01 1.762539e+01 displacement 6.560511e+01 6.560511e+01 6.560511e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467638 2 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765890e+04 2.250052e-02 0.000000e+00 energy 1.762539e+02 2.976006e-04 1.762539e+01 displacement 6.560511e+01 7.248459e-02 6.604203e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467602 3 Nonlinear solution status: time= 0.75 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.765890e+04 1.468442e-04 0.000000e+00 energy 1.762539e+02 5.726163e-07 1.762539e+01 displacement 6.560511e+01 5.555710e-05 6.608387e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.523188e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.092051e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -8.59827 -4.16592 21.6296 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.6296 5 -6.55081 -3.95661 21.6296 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 -25.7574 72.7698 123.304 2 25.7579 -72.7713 -123.306 4 2.08167e-12 -2.08167e-13 0 5 -1.72605e-12 -2.28983e-12 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 1990.95 -1007.1 1010.43 2 -624.191 1305.46 -901.01 4 -7.39557e-28 -7.39557e-27 -2.76556e-12 5 0 0 4.5182e-12 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -3.55618e-13 2.498e-12 0 2 0 0 0 3 -2.08167e-12 2.08167e-13 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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467602 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.900513e+04 8.600542e+06 0.000000e+00 energy 1.793377e+02 2.357954e-01 1.793377e+01 displacement 6.650508e+01 6.650508e+01 6.650508e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467278 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.900513e+04 3.742671e-02 0.000000e+00 energy 1.793377e+02 1.211048e-03 1.793377e+01 displacement 6.650508e+01 5.781599e-02 6.700648e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467278 3 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 3.900513e+04 3.409173e-03 0.000000e+00 energy 1.793377e+02 1.090159e-04 1.793377e+01 displacement 6.650508e+01 4.394723e-05 6.702820e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.980099e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.163372e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -8.62348 -4.09364 21.7515 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.7515 5 -6.55838 -3.88253 21.7515 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 -30.3431 85.8112 145.354 2 30.3417 -85.812 -145.353 4 4.16334e-12 -1.73472e-14 0 5 -4.26308e-12 1.99493e-12 0 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 2347.06 -1188.96 1192.08 2 -735.243 1540.19 -1062.95 4 -6.16298e-29 -1.47911e-26 -5.58587e-12 5 0 0 -3.54378e-12 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 9.97466e-14 -1.97758e-12 0 2 0 0 0 3 -4.16334e-12 1.73472e-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 ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467278 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.062991e+04 8.600530e+06 0.000000e+00 energy 1.844979e+02 1.024772e-01 1.844979e+01 displacement 6.754924e+01 6.754924e+01 6.754924e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467242 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.062991e+04 9.278839e-03 0.000000e+00 energy 1.844979e+02 2.165871e-04 1.844979e+01 displacement 6.754924e+01 5.138448e-02 6.807323e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467242 3 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.062991e+04 8.447945e-05 0.000000e+00 energy 1.844979e+02 1.390205e-05 1.844979e+01 displacement 6.754924e+01 1.085104e-04 6.809583e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.144950e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.326341e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -8.6487 -4.02137 21.8735 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.8735 5 -6.56596 -3.80845 21.8735 Data Record #2 =========================================================================== Step = 17 Time = 0.85 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Forces 1 -34.9287 98.8608 167.414 2 34.9284 -98.8609 -167.414 4 -2.22045e-12 -6.93889e-13 0 5 2.21177e-12 1.83881e-12 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 2703.18 -1371.3 1373.98 2 -846.223 1775.46 -1225.21 4 -2.46519e-27 7.88861e-27 3.07562e-12 5 0 0 -2.04272e-12 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 8.67362e-15 -1.14492e-12 0 2 0 0 0 3 2.22045e-12 6.93889e-13 0 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2467242 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.217595e+04 8.600529e+06 0.000000e+00 energy 1.912177e+02 1.473486e-02 1.912177e+01 displacement 6.857891e+01 6.857891e+01 6.857891e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466378 2 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.217595e+04 1.883271e-02 0.000000e+00 energy 1.912177e+02 2.573818e-04 1.912177e+01 displacement 6.857891e+01 4.783583e-02 6.921511e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466342 3 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.217595e+04 6.491811e-04 0.000000e+00 energy 1.912177e+02 3.278491e-05 1.912177e+01 displacement 6.857891e+01 2.389164e-05 6.923499e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.179644e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.444379e-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 : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -8.67392 -3.9491 21.9955 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.9955 5 -6.57353 -3.73438 21.9955 Data Record #2 =========================================================================== Step = 18 Time = 0.9 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Forces 1 -39.4955 111.851 189.377 2 39.4947 -111.852 -189.376 4 2.77556e-13 -4.68375e-13 0 5 -2.86229e-13 1.64799e-12 0 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 3057.57 -1553.17 1555.26 2 -956.543 2010.02 -1386.91 4 -1.664e-27 -9.86076e-28 -3.0828e-13 5 0 0 -2.10457e-12 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 8.67362e-15 -1.17961e-12 0 2 0 0 0 3 -2.77556e-13 4.68375e-13 0 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466342 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.688737e+04 8.600602e+06 0.000000e+00 energy 2.049396e+02 7.269647e-01 2.049396e+01 displacement 6.972481e+01 6.972481e+01 6.972481e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466558 2 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 4.688737e+04 2.364252e-02 0.000000e+00 energy 2.049396e+02 2.662652e-03 2.049396e+01 displacement 6.972481e+01 9.648470e-02 6.943138e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466558 3 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.173370 convergence norms : INITIAL CURRENT REQUIRED residual 4.688737e+04 1.548699e-02 0.000000e+00 energy 2.049396e+02 1.917928e-04 2.049396e+01 displacement 6.972481e+01 6.397604e-04 6.951595e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.153680e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.336131e-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 : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -8.69914 -3.87683 22.1174 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 22.1174 5 -6.5811 -3.6603 22.1174 Data Record #2 =========================================================================== Step = 19 Time = 0.95 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Forces 1 -44.057 124.781 211.26 2 44.0325 -124.766 -211.207 4 3.33067e-12 -1.9082e-13 0 5 -2.88831e-12 -2.93168e-12 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 3410.78 -1734.4 1736.08 2 -1066.13 2243.43 -1547.78 4 -6.77927e-28 -1.18329e-26 -4.44442e-12 5 0 0 5.64736e-12 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -4.42354e-13 3.1225e-12 0 2 0 0 0 3 -3.33067e-12 1.9082e-13 0 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466558 1 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.032572e+04 8.600534e+06 0.000000e+00 energy 2.128093e+02 2.276841e-01 2.128093e+01 displacement 7.053173e+01 7.053173e+01 7.053173e-03 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466486 2 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 5.032572e+04 3.378487e-03 0.000000e+00 energy 2.128093e+02 2.477276e-04 2.128093e+01 displacement 7.053173e+01 4.187846e-02 7.079261e-03 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58896 Nr of nonzeroes in stiffness matrix ....... : 2466486 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 3 step from line search = 0.601139 convergence norms : INITIAL CURRENT REQUIRED residual 5.032572e+04 1.432974e-03 0.000000e+00 energy 2.128093e+02 1.491043e-05 2.128093e+01 displacement 7.053173e+01 3.089083e-04 7.083571e-03 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.244094e-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 : 4.275170e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -8.72435 -3.80456 22.2394 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 22.2394 5 -6.58867 -3.58623 22.2394 Data Record #2 =========================================================================== Step = 20 Time = 1 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 20 Time = 1 Data = Reaction_Forces 1 -48.5078 137.552 232.795 2 48.5228 -137.542 -232.807 4 -4.16334e-12 -9.71445e-13 0 5 4.24574e-12 1.38778e-12 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 3757.94 -1913.52 1913.86 2 -1174.44 2474.56 -1707.02 4 -3.45127e-27 1.47911e-26 5.72155e-12 5 0 0 -7.27214e-13 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 -8.23994e-14 -4.16334e-13 0 2 0 0 0 3 4.16334e-12 9.71445e-13 0 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 56 Average number of equilibrium iterations .......... : 2.8 Total number of right hand evaluations ............ : 78 Total number of stiffness reformations ............ : 56 Time in linear solver: 0:00:31 Elapsed time : 0:01:27 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:01 (1 sec) Initialization time ............. : 0:00:00 (0 sec) Solve time ...................... : 0:01:27 (87 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:06 (6 sec) evaluating stiffness ......... : 0:00:17 (17 sec) evaluating residual .......... : 0:00:00 (0 sec) model update ................. : 0:00:32 (32 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:31 (31 sec) Total elapsed time .............. : 0:01:28 (88 sec) N O R M A L T E R M I N A T I O N