=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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_compression_r10000.0.feb Plot file : FeBio_custom_compression_r10000.0.xplt Log file : FeBio_custom_compression_r10000.0.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 68271 Number of solid elements ....................... : 102662 Number of shell elements ....................... : 93798 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 .................................... : -1.036,-6.717,0.171 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-09 density ........................................... : 1e-09 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,-24.9345 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-09 k ................................................. : 1.09816e+06 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 0.000408764 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 109.816 lam_max ........................................... : 1.046 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.4315,-7.2205,0.171 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -4.28267,-6.22943,0.171 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -1.036, -6.717, 0.171 mass : 6.58573e-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, 6.58573e-316 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : -4.4315, -7.2205, -24.9345 mass : 2.122e-314 Ixx Ixy Ixz : 5.28965e+180, 4.50588e-321, 6.58614e-316 Ixy Iyy Iyz : 4.50588e-321, 3.16202e-322, 6.58614e-316 Ixz Iyz Izz : 6.58614e-316, 6.58614e-316, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : -4.4315, -7.2205, 0.171 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 : -4.28267, -6.22943, 0.171 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false --------------------------------------------------------------------------- contact interface 2 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false NONLINEAR CONSTRAINT DATA =========================================================================== LOADCURVE DATA =========================================================================== 1 0 0 1 3.09 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2488653 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006262e+12 2.833714e+07 0.000000e+00 energy 1.402029e+06 4.136049e+00 1.402029e+05 displacement 1.856075e+02 1.856075e+02 1.856075e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489193 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006262e+12 8.151637e-04 0.000000e+00 energy 1.402029e+06 3.748806e-05 1.402029e+05 displacement 1.856075e+02 4.295469e-02 1.857466e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.014589e-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 : 2.924437e-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 -1.04842 -6.79543 0.0384707 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 0.0384707 5 -4.29446 -6.30796 0.0384707 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 -1.99486 -8.662 -16.5726 2 1.99484 8.66199 16.5726 4 2.91434e-12 -2.42861e-13 0 5 -3.0635e-12 -7.60703e-13 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -292.485 127.384 -33.9551 2 83.8278 -133.271 62.0206 4 1.55037e-28 1.86045e-27 -2.92446e-12 5 0 0 -3.33097e-12 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 1.49163e-13 1.00356e-12 0 2 0 0 0 3 -2.91434e-12 2.42861e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489193 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 1.006407e+12 2.834183e+07 0.000000e+00 energy 1.402221e+06 4.304341e+00 1.402221e+05 displacement 1.857095e+02 1.857095e+02 1.857095e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489769 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 1.006407e+12 6.555818e-04 0.000000e+00 energy 1.402221e+06 1.291342e-05 1.402221e+05 displacement 1.857095e+02 4.235850e-02 1.857949e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.102579e-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 : 2.960668e-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 -1.06084 -6.87387 -0.0940586 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.0940586 5 -4.30625 -6.38649 -0.0940586 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 -4.06178 -17.4743 -33.4634 2 4.06173 17.4743 33.4633 4 -2.84495e-12 8.19657e-13 0 5 2.74252e-12 -1.52249e-12 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -591.174 257.483 -67.6258 2 169.305 -269.146 124.773 4 -5.23251e-28 -1.81615e-27 2.94154e-12 5 0 0 -2.33181e-12 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 1.02423e-13 7.02834e-13 0 2 0 0 0 3 2.84495e-12 -8.19657e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2489769 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 1.006552e+12 2.834617e+07 0.000000e+00 energy 1.402413e+06 4.427969e+00 1.402413e+05 displacement 1.857602e+02 1.857602e+02 1.857602e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490309 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 1.006552e+12 7.840452e-04 0.000000e+00 energy 1.402413e+06 1.411291e-05 1.402413e+05 displacement 1.857602e+02 4.270263e-02 1.858507e-02 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.724446e-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 : 5.766488e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -1.07327 -6.9523 -0.226588 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.226588 5 -4.31804 -6.46502 -0.226588 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 -6.17013 -26.5111 -50.7396 2 6.17008 26.5111 50.7395 4 6.93889e-14 5.72459e-13 0 5 -3.20992e-13 -2.27845e-12 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -896.942 390.689 -102.163 2 256.144 -408.378 189.171 4 -3.65445e-28 4.42964e-29 1.64324e-14 5 0 0 -5.66146e-12 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 2.51603e-13 1.70599e-12 0 2 0 0 0 3 -6.93889e-14 -5.72459e-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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490309 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 1.006700e+12 2.835058e+07 0.000000e+00 energy 1.402608e+06 4.555513e+00 1.402608e+05 displacement 1.858155e+02 1.858155e+02 1.858155e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490489 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 1.006700e+12 1.002536e-03 0.000000e+00 energy 1.402608e+06 5.721054e-05 1.402608e+05 displacement 1.858155e+02 4.322920e-02 1.859117e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490489 3 Nonlinear solution status: time= 0.2 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006700e+12 1.380500e-04 0.000000e+00 energy 1.402608e+06 2.235560e-09 1.402608e+05 displacement 1.858155e+02 1.329955e-03 1.858870e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.420516e-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 : 5.927838e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 3 number of reformations : 0 ------- converged at time : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -1.08569 -7.03074 -0.359117 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.359117 5 -4.32984 -6.54354 -0.359117 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 -8.34138 -35.7227 -68.3654 2 8.34138 35.7227 68.3654 4 -5.68989e-12 1.63931e-12 -2.77556e-13 5 5.48505e-12 -3.04498e-12 2.77556e-13 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -1209.57 526.791 -136.708 2 344.65 -550.536 254.646 4 -2.75077e-13 4.13099e-14 5.88307e-12 5 0 0 -4.66361e-12 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 2.04846e-13 1.40567e-12 0 2 0 0 0 3 5.68989e-12 -1.63931e-12 2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490489 1 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006848e+12 2.835490e+07 0.000000e+00 energy 1.402804e+06 4.682197e+00 1.402804e+05 displacement 1.858966e+02 1.858966e+02 1.858966e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490777 2 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006848e+12 1.522623e-03 0.000000e+00 energy 1.402804e+06 1.444006e-04 1.402804e+05 displacement 1.858966e+02 4.428251e-02 1.860048e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490777 3 Nonlinear solution status: time= 0.25 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006848e+12 3.602110e-04 0.000000e+00 energy 1.402804e+06 2.309932e-09 1.402804e+05 displacement 1.858966e+02 2.241401e-03 1.859697e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.434966e-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 : 3.185143e-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 : 0.25 Data Record #1 =========================================================================== Step = 5 Time = 0.25 Data = center_of_mass 1 -1.09811 -7.10917 -0.491647 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.491647 5 -4.34163 -6.62207 -0.491647 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 -10.5573 -45.2057 -86.4259 2 10.5573 45.2057 86.4259 4 -2.84495e-12 1.40513e-12 2.77556e-13 5 2.49095e-12 -3.81422e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -1530.01 666.399 -172.501 2 434.679 -696.439 322.014 4 2.75077e-13 -4.13099e-14 3.02867e-12 5 0 0 -7.99413e-12 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 3.53992e-13 2.4091e-12 0 2 0 0 0 3 2.84495e-12 -1.40513e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490777 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 1.006999e+12 2.835958e+07 0.000000e+00 energy 1.403003e+06 4.818866e+00 1.403003e+05 displacement 1.859600e+02 1.859600e+02 1.859600e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490849 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 1.006999e+12 2.865709e-03 0.000000e+00 energy 1.403003e+06 3.140142e-04 1.403003e+05 displacement 1.859600e+02 4.627806e-02 1.860822e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490849 3 Nonlinear solution status: time= 0.3 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.006999e+12 1.090813e-03 0.000000e+00 energy 1.403003e+06 1.060239e-09 1.403003e+05 displacement 1.859600e+02 4.054534e-03 1.860343e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.448891e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.186226e-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 -1.11053 -7.18761 -0.624176 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.624176 5 -4.35342 -6.7006 -0.624176 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 -12.8288 -54.9231 -104.896 2 12.8288 54.9231 104.896 4 1.38778e-13 1.14492e-12 2.77556e-13 5 -6.41983e-13 -4.5569e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -1858.09 809.355 -208.984 2 526.341 -845.839 390.96 4 2.75077e-13 -4.13099e-14 3.28648e-14 5 0 0 -1.13229e-11 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 5.03205e-13 3.41198e-12 0 2 0 0 0 3 -1.38778e-13 -1.14492e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2490849 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 1.007152e+12 2.836439e+07 0.000000e+00 energy 1.403203e+06 4.960359e+00 1.403203e+05 displacement 1.860258e+02 1.860258e+02 1.860258e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491641 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 1.007152e+12 8.301836e-03 0.000000e+00 energy 1.403203e+06 7.488372e-04 1.403203e+05 displacement 1.860258e+02 5.131805e-02 1.861737e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491641 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 1.007152e+12 4.752801e-03 0.000000e+00 energy 1.403203e+06 3.135647e-08 1.403203e+05 displacement 1.860258e+02 8.768689e-03 1.861014e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.638018e-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 : 4.883424e-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 -1.12295 -7.26604 -0.756705 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.756705 5 -4.36522 -6.77913 -0.756705 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 -15.1576 -64.8819 -123.788 2 15.1576 64.8819 123.788 4 -4.44089e-12 2.01228e-12 2.77556e-13 5 5.28887e-12 3.5616e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -2194.02 955.755 -246.181 2 619.683 -998.835 461.535 4 2.75077e-13 -4.13099e-14 4.70073e-12 5 0 0 1.851e-11 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -8.47982e-13 -5.57388e-12 0 2 0 0 0 3 4.44089e-12 -2.01228e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2491641 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 1.007306e+12 2.836934e+07 0.000000e+00 energy 1.403406e+06 5.107095e+00 1.403406e+05 displacement 1.860942e+02 1.860942e+02 1.860942e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492109 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 1.007306e+12 5.747768e-02 0.000000e+00 energy 1.403406e+06 2.476321e-03 1.403406e+05 displacement 1.860942e+02 7.103303e-02 1.863089e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492109 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007306e+12 4.486314e-02 0.000000e+00 energy 1.403406e+06 4.578562e-07 1.403406e+05 displacement 1.860942e+02 2.769616e-02 1.861711e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492109 4 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007306e+12 6.250532e-14 0.000000e+00 energy 1.403406e+06 4.805615e-13 1.403406e+05 displacement 1.860942e+02 9.345365e-09 1.861710e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 3.304118e-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 : 8.881784e-16 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 : 7.236958e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -1.13537 -7.34447 -0.889235 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -0.889235 5 -4.37701 -6.85766 -0.889235 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 -17.5457 -75.0896 -143.113 2 17.5457 75.0896 143.113 4 7.21645e-12 -8.41341e-12 2.77556e-13 5 -6.71352e-12 2.79724e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -2538.05 1105.7 -284.112 2 714.756 -1155.53 533.792 4 2.75077e-13 -4.13099e-14 -7.0823e-12 5 0 0 1.08476e-11 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -5.02934e-13 -3.26562e-12 0 2 0 -8.88178e-12 0 3 -7.21645e-12 -4.68375e-13 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492109 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 1.007462e+12 2.837442e+07 0.000000e+00 energy 1.403611e+06 5.257438e+00 1.403611e+05 displacement 1.861653e+02 1.861653e+02 1.861653e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492145 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 1.007462e+12 9.078123e+00 0.000000e+00 energy 1.403611e+06 3.549217e-02 1.403611e+05 displacement 1.861653e+02 4.384322e-01 1.870306e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492181 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 1.007462e+12 8.398314e+00 0.000000e+00 energy 1.403611e+06 1.013378e-04 1.403611e+05 displacement 1.861653e+02 3.837745e-01 1.862469e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492181 4 Nonlinear solution status: time= 0.45 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007462e+12 4.298358e-08 0.000000e+00 energy 1.403611e+06 2.032823e-08 1.403611e+05 displacement 1.861653e+02 2.804694e-05 1.862433e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.290211e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 8.757313e-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 -1.1478 -7.42291 -1.02176 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.02176 5 -4.3888 -6.93619 -1.02176 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 -19.9949 -85.5535 -162.884 2 19.9949 85.5535 162.884 4 8.74301e-12 4.16334e-13 2.77556e-13 5 -8.38929e-12 1.8464e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -2890.4 1259.3 -322.805 2 811.608 -1316.03 607.785 4 2.75077e-13 -4.13099e-14 -8.60297e-12 5 0 0 7.51879e-12 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 -3.53721e-13 -2.26273e-12 0 2 0 0 0 3 -8.74301e-12 -4.16334e-13 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492181 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 1.007620e+12 2.837966e+07 0.000000e+00 energy 1.403819e+06 5.414094e+00 1.403819e+05 displacement 1.862389e+02 1.862389e+02 1.862389e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492541 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 1.007620e+12 1.466799e+00 0.000000e+00 energy 1.403819e+06 1.450935e-02 1.403819e+05 displacement 1.862389e+02 1.980994e-01 1.862401e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492541 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 1.007620e+12 1.485441e+00 0.000000e+00 energy 1.403819e+06 1.581366e-05 1.403819e+05 displacement 1.862389e+02 1.593855e-01 1.863173e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492541 4 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007620e+12 2.194551e-10 0.000000e+00 energy 1.403819e+06 6.216575e-10 1.403819e+05 displacement 1.862389e+02 1.987284e-06 1.863181e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 6.188862e-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 : 2.470870e-16 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 convergence summary number of iterations : 4 number of reformations : 0 ------- converged at time : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -1.16022 -7.50134 -1.15429 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.15429 5 -4.4006 -7.01472 -1.15429 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 -22.5072 -96.2817 -183.115 2 22.5072 96.2817 183.115 4 1.80411e-12 1.66533e-12 2.77556e-13 5 -2.70807e-12 -7.78782e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -3251.32 1416.66 -362.283 2 910.296 -1480.45 683.569 4 2.75077e-13 -4.13099e-14 -1.54014e-12 5 0 0 -2.03184e-11 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 9.03954e-13 6.12249e-12 0 2 0 0 0 3 -1.80411e-12 -1.66533e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2492541 1 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007780e+12 2.838505e+07 0.000000e+00 energy 1.404028e+06 5.576308e+00 1.404028e+05 displacement 1.863152e+02 1.863152e+02 1.863152e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493261 2 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007780e+12 4.240290e-02 0.000000e+00 energy 1.404028e+06 2.259331e-03 1.404028e+05 displacement 1.863152e+02 6.498450e-02 1.863360e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493225 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 1.007780e+12 4.007640e-02 0.000000e+00 energy 1.404028e+06 2.997419e-07 1.404028e+05 displacement 1.863152e+02 2.485631e-02 1.863958e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493225 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 1.007780e+12 6.143322e-14 0.000000e+00 energy 1.404028e+06 3.762602e-13 1.404028e+05 displacement 1.863152e+02 6.986017e-09 1.863958e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.579243e-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 : 6.528463e-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 -1.17264 -7.57978 -1.28682 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.28682 5 -4.41239 -7.09324 -1.28682 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 -25.0848 -107.282 -203.817 2 25.0848 107.282 203.817 4 6.10623e-12 1.249e-12 -1.94289e-12 5 -5.85469e-12 3.10082e-13 1.94289e-12 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -3621.08 1577.89 -402.572 2 1010.88 -1648.9 761.202 4 -1.92554e-12 2.89169e-13 -5.86581e-12 5 0 0 5.18446e-12 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -2.51535e-13 -1.55908e-12 0 2 0 0 0 3 -6.10623e-12 -1.249e-12 1.94289e-12 Data Record #6 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 12 : 0.6 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493225 1 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007941e+12 2.839061e+07 0.000000e+00 energy 1.404240e+06 5.744307e+00 1.404240e+05 displacement 1.863943e+02 1.863943e+02 1.863943e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493801 2 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007941e+12 1.057144e-02 0.000000e+00 energy 1.404240e+06 9.657835e-04 1.404240e+05 displacement 1.863943e+02 5.085757e-02 1.864410e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493801 3 Nonlinear solution status: time= 0.6 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.007941e+12 8.229659e-03 0.000000e+00 energy 1.404240e+06 3.170796e-08 1.404240e+05 displacement 1.863943e+02 1.011659e-02 1.864763e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.884187e-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 : 8.881784e-16 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 : 2.680246e-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 -1.18506 -7.65821 -1.41935 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.41935 5 -4.42418 -7.17177 -1.41935 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 -27.7297 -118.563 -225.006 2 27.7299 118.563 225.006 4 1.66533e-12 -6.80012e-12 2.77556e-13 5 -1.36745e-12 -2.21177e-13 -2.77556e-13 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -3999.93 1743.1 -443.699 2 1113.41 -1821.5 840.744 4 2.75077e-13 -4.13099e-14 -1.34064e-12 5 0 0 6.18563e-12 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -2.97885e-13 -1.86049e-12 0 2 0 -8.88178e-12 0 3 -1.66533e-12 -2.08167e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2493801 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 1.008105e+12 2.839635e+07 0.000000e+00 energy 1.404455e+06 5.919985e+00 1.404455e+05 displacement 1.864788e+02 1.864788e+02 1.864788e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494161 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 1.008105e+12 5.447904e-03 0.000000e+00 energy 1.404455e+06 5.910011e-04 1.404455e+05 displacement 1.864788e+02 4.640311e-02 1.865429e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494161 3 Nonlinear solution status: time= 0.65 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008105e+12 3.354820e-03 0.000000e+00 energy 1.404455e+06 3.958312e-09 1.404455e+05 displacement 1.864788e+02 5.267880e-03 1.865598e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 2.187077e-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 : 6.497506e-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 -1.19748 -7.73665 -1.55188 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.55188 5 -4.43598 -7.2503 -1.55188 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 -30.4446 -130.134 -246.696 2 30.4447 130.134 246.696 4 -5.55112e-12 3.36536e-12 2.77556e-13 5 5.89589e-12 -1.20563e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -4388.16 1912.42 -485.686 2 1217.95 -1998.36 922.255 4 2.75077e-13 -4.13099e-14 6.00243e-12 5 0 0 7.18003e-12 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -3.44776e-13 -2.15973e-12 0 2 0 0 0 3 5.55112e-12 -3.36536e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494161 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 1.008271e+12 2.840225e+07 0.000000e+00 energy 1.404672e+06 6.099787e+00 1.404672e+05 displacement 1.865632e+02 1.865632e+02 1.865632e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494269 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 1.008271e+12 4.698591e-03 0.000000e+00 energy 1.404672e+06 5.274506e-04 1.404672e+05 displacement 1.865632e+02 4.494727e-02 1.866424e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494269 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 1.008271e+12 2.623012e-03 0.000000e+00 energy 1.404672e+06 3.368436e-09 1.404672e+05 displacement 1.865632e+02 3.606513e-03 1.866463e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 9.956032e-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 : 3.271046e-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 -1.2099 -7.81508 -1.68441 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.68441 5 -4.44777 -7.32883 -1.68441 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 -33.2315 -142.003 -268.902 2 33.2316 142.003 268.902 4 -1.38778e-12 2.94903e-12 2.77556e-13 5 2.88777e-12 6.89336e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -4786.04 2085.97 -528.564 2 1324.57 -2179.63 1005.8 4 2.75077e-13 -4.13099e-14 1.8143e-12 5 0 0 3.26863e-11 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -1.49999e-12 -9.84239e-12 0 2 0 0 0 3 1.38778e-12 -2.94903e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494269 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 1.008438e+12 2.840834e+07 0.000000e+00 energy 1.404891e+06 6.286605e+00 1.404891e+05 displacement 1.866510e+02 1.866510e+02 1.866510e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494881 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 1.008438e+12 5.293194e-03 0.000000e+00 energy 1.404891e+06 5.955353e-04 1.404891e+05 displacement 1.866510e+02 4.433469e-02 1.867459e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494917 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 1.008438e+12 2.999634e-03 0.000000e+00 energy 1.404891e+06 1.046558e-08 1.404891e+05 displacement 1.866510e+02 2.789754e-03 1.867359e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 1.607823e-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 : 2.871897e-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 -1.22233 -7.89351 -1.81694 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.81694 5 -4.45956 -7.40736 -1.81694 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 -36.0931 -154.18 -291.638 2 36.0932 154.18 291.638 4 2.77556e-13 2.84495e-12 2.77556e-13 5 -2.31206e-13 -2.69099e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -5193.89 2263.89 -572.36 2 1433.35 -2365.42 1091.44 4 2.75077e-13 -4.13099e-14 1.48349e-13 5 0 0 5.22445e-13 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -4.63496e-14 -1.53957e-13 0 2 0 0 0 3 -2.77556e-13 -2.84495e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2494881 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008608e+12 2.841462e+07 0.000000e+00 energy 1.405113e+06 6.480470e+00 1.405113e+05 displacement 1.867423e+02 1.867423e+02 1.867423e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2495781 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008608e+12 7.792804e-03 0.000000e+00 energy 1.405113e+06 8.190865e-04 1.405113e+05 displacement 1.867423e+02 4.428685e-02 1.868561e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2495853 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 1.008608e+12 4.890330e-03 0.000000e+00 energy 1.405113e+06 3.187682e-08 1.405113e+05 displacement 1.867423e+02 2.507556e-03 1.868288e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 4.648130e-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 : 6.821677e-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 -1.23475 -7.97195 -1.94947 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -1.94947 5 -4.47135 -7.48589 -1.94947 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 -39.0319 -166.674 -314.922 2 39.032 166.674 314.922 4 -5.55112e-12 3.95517e-12 2.77556e-13 5 5.64436e-12 -3.4998e-12 -2.77556e-13 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -5612 2446.3 -617.101 2 1544.34 -2555.88 1179.25 4 2.75077e-13 -4.13099e-14 6.09021e-12 5 0 0 1.52388e-12 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -9.32414e-14 -4.55365e-13 0 2 0 0 0 3 5.55112e-12 -3.95517e-12 -2.77556e-13 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 ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2495853 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008780e+12 2.842111e+07 0.000000e+00 energy 1.405337e+06 6.681736e+00 1.405337e+05 displacement 1.868369e+02 1.868369e+02 1.868369e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2496069 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008780e+12 1.587746e-02 0.000000e+00 energy 1.405337e+06 1.338160e-03 1.405337e+05 displacement 1.868369e+02 4.490858e-02 1.869774e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2496069 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 1.008780e+12 1.139466e-02 0.000000e+00 energy 1.405337e+06 1.041525e-07 1.405337e+05 displacement 1.868369e+02 2.810445e-03 1.869249e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.514680e-17 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 0.000000e+00 1.000000e-02 moment: 0.000000e+00 *** angle : 0.000000e+00 1.000000e-04 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 5.124574e-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 -1.24717 -8.05038 -2.082 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.082 5 -4.48315 -7.56442 -2.082 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 -42.0507 -179.496 -338.77 2 42.0508 179.496 338.77 4 -2.498e-12 3.71231e-12 2.498e-12 5 2.44189e-12 -4.26091e-12 -2.498e-12 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -6040.7 2633.35 -662.816 2 1657.63 -2751.14 1269.29 4 2.4757e-12 -3.71789e-13 3.02822e-12 5 0 0 -1.8085e-12 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 5.61075e-14 5.48606e-13 0 2 0 0 0 3 2.498e-12 -3.71231e-12 -2.498e-12 Data Record #6 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 18 : 0.9 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2496069 1 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008954e+12 2.842782e+07 0.000000e+00 energy 1.405564e+06 6.890971e+00 1.405564e+05 displacement 1.869352e+02 1.869352e+02 1.869352e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2496357 2 Nonlinear solution status: time= 0.9 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.008954e+12 5.069730e-02 0.000000e+00 energy 1.405564e+06 2.664781e-03 1.405564e+05 displacement 1.869352e+02 4.703846e-02 1.871209e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2496357 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 1.008954e+12 4.108359e-02 0.000000e+00 energy 1.405564e+06 4.427398e-07 1.405564e+05 displacement 1.869352e+02 4.412681e-03 1.870246e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.218262e-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 : 4.118133e-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 : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -1.25959 -8.12882 -2.21453 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.21453 5 -4.49494 -7.64295 -2.21453 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 -45.1524 -192.655 -363.199 2 45.1525 192.655 363.2 4 1.66533e-12 3.22659e-12 -1.94289e-12 5 -5.65954e-13 3.90746e-12 1.94289e-12 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -6480.32 2825.18 -709.534 2 1773.3 -2951.36 1361.63 4 -1.92554e-12 2.89169e-13 -1.17024e-12 5 0 0 2.36979e-11 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -1.09938e-12 -7.13405e-12 0 2 0 0 0 3 -1.66533e-12 -3.22659e-12 1.94289e-12 Data Record #6 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 19 : 0.95 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2496357 1 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009130e+12 2.843478e+07 0.000000e+00 energy 1.405793e+06 7.109426e+00 1.405793e+05 displacement 1.870375e+02 1.870375e+02 1.870375e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2497149 2 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009130e+12 3.483695e-01 0.000000e+00 energy 1.405793e+06 7.493552e-03 1.405793e+05 displacement 1.870375e+02 5.543894e-02 1.873262e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2497149 3 Nonlinear solution status: time= 0.95 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009130e+12 3.093516e-01 0.000000e+00 energy 1.405793e+06 3.518728e-06 1.405793e+05 displacement 1.870375e+02 1.162346e-02 1.871280e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.523255e-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 : 6.294154e-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 -1.27201 -8.20725 -2.34706 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.34706 5 -4.50673 -7.72147 -2.34706 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 -48.3403 -206.163 -388.228 2 48.3403 206.163 388.229 4 -4.16334e-12 4.30211e-12 -1.94289e-12 5 5.30934e-12 3.13334e-12 1.94289e-12 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -6931.22 3021.95 -757.283 2 1891.43 -3156.68 1456.36 4 -1.92554e-12 2.89169e-13 4.76646e-12 5 0 0 2.46992e-11 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 -1.146e-12 -7.43546e-12 0 2 0 0 0 3 4.16334e-12 -4.30211e-12 1.94289e-12 Data Record #6 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 MUST POINT CONTROLLER: adjusting time step. dt = 0.05 ===== beginning time step 20 : 1 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2497149 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 1.009309e+12 2.844208e+07 0.000000e+00 energy 1.406026e+06 7.342343e+00 1.406026e+05 displacement 1.871449e+02 1.871449e+02 1.871449e-02 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2497473 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 1.009309e+12 2.217753e+01 0.000000e+00 energy 1.406026e+06 6.226096e-02 1.406026e+05 displacement 1.871449e+02 1.528313e-01 1.879630e-02 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2497473 3 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009309e+12 2.038096e+01 0.000000e+00 energy 1.406026e+06 2.355248e-04 1.406026e+05 displacement 1.871449e+02 1.014637e-01 1.872420e-02 Reforming stiffness matrix: reformation #4 ===== reforming stiffness matrix: Nr of equations ........................... : 58887 Nr of nonzeroes in stiffness matrix ....... : 2497473 4 Nonlinear solution status: time= 1 stiffness updates = 0 right hand side evaluations = 5 stiffness matrix reformations = 4 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 1.009309e+12 3.272468e-07 0.000000e+00 energy 1.406026e+06 7.733541e-08 1.406026e+05 displacement 1.871449e+02 1.085892e-05 1.872345e-02 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+00 *** gap : 7.168311e-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 : 8.881784e-16 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 : 4.619448e-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 : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -1.28444 -8.28568 -2.47959 2 -4.4315 -7.2205 -24.9345 4 -4.4315 -7.2205 -2.47959 5 -4.51853 -7.8 -2.47959 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 -51.6156 -220.03 -413.873 2 51.6156 220.03 413.873 4 0 -4.996e-12 2.498e-12 5 1.09504e-12 3.1984e-12 -2.498e-12 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -7393.7 3223.78 -806.113 2 2012.09 -3367.24 1553.54 4 2.4757e-12 -3.71789e-13 5.78339e-13 5 0 0 2.35339e-11 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 -1.09504e-12 -7.08418e-12 0 2 0 -8.88178e-12 0 3 0 -3.88578e-12 -2.498e-12 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 62 Average number of equilibrium iterations .......... : 3.1 Total number of right hand evaluations ............ : 82 Total number of stiffness reformations ............ : 62 Time in linear solver: 0:00:50 Elapsed time : 0:01:47 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 ...................... : 0:01:47 (107 sec) IO-time (plot, dmp, data) .... : 0:00:00 (0 sec) reforming stiffness .......... : 0:00:09 (9 sec) evaluating stiffness ......... : 0:00:16 (16 sec) evaluating residual .......... : 0:00:03 (3 sec) model update ................. : 0:00:27 (27 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:50 (50 sec) Total elapsed time .............. : 0:01:48 (108 sec) N O R M A L T E R M I N A T I O N