=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 . 9 . 1 --- http://febio.org FEBio is a registered trademark. copyright (c) 2006-2019 - All rights reserved =========================================================================== FILES USED =========================================================================== Input file : FeBio_custom_tension.feb Plot file : FeBio_custom_tension.xplt Log file : FeBio_custom_tension.log MESH INFO =========================================================================== Number of materials ............................ : 5 Number of domains .............................. : 3 Number of nodes ................................ : 52327 Number of solid elements ....................... : 16104 Number of shell elements ....................... : 96306 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 =========================================================================== symmetric_stiffness ............................... : false 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 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-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -2.66,17.5,6.47 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,-15.35 --------------------------------------------------------------------------- 3 - ACL (type: trans iso Mooney-Rivlin) density ........................................... : 1e-009 k ................................................. : 146.41 laugon ............................................ : false atol .............................................. : 0.01 minaug ............................................ : 0 maxaug ............................................ : 0 pressure_model .................................... : 0 c1 ................................................ : 1.95 c2 ................................................ : 0 c3 ................................................ : 0.0139 c4 ................................................ : 116.22 c5 ................................................ : 535.039 lam_max ........................................... : 1.046 mat_axis: (type: vector) vector .......................................... : -0.256727,0.548635,0.79567 a ............................................... : -0.256727,0.548635,0.79567 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.385,12.8662,6.47 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : 0.682434,17.2745,6.47 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -2.66, 17.5, 6.47 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 2: material id : 2 center of mass : 0.385, 12.8662, -15.35 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 3: material id : 4 center of mass : 0.385, 12.8662, 6.47 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 : 0.682434, 17.2745, 6.47 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 =========================================================================== 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 405207 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 2.517320e+007 2.274066e-002 0.000000e+000 energy 4.024288e+002 4.384243e-002 4.024288e+001 displacement 3.730755e+001 3.730755e+001 3.730755e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404919 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 2.517320e+007 5.895472e-008 0.000000e+000 energy 4.024288e+002 8.657596e-007 4.024288e+001 displacement 3.730755e+001 2.909474e-003 3.688869e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.208377e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.723195e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.69851 17.5823 6.58935 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.58935 5 0.687787 17.3538 6.58935 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 -1.0612 1.65793 2.55521 2 1.0611 -1.65796 -2.55512 4 1.71738e-012 -1.41488e-013 0 5 4.57262e-013 3.21515e-011 0 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 -65.805 14.0418 -36.7701 2 90.1245 1.36037 36.8746 4 -1.25667e-028 -1.52534e-027 -7.61276e-012 5 0 0 -1.07482e-010 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 2.17464e-012 3.201e-011 0 2 0 0 0 3 1.71738e-012 -1.41488e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404919 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 2.517314e+007 3.088849e-002 0.000000e+000 energy 4.022017e+002 4.648655e-002 4.022017e+001 displacement 3.657421e+001 3.657421e+001 3.657421e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404775 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 2.517314e+007 2.764963e-006 0.000000e+000 energy 4.022017e+002 1.006511e-005 4.022017e+001 displacement 3.657421e+001 1.015324e-002 3.587516e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.726717e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.454826e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.73702 17.6646 6.7087 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.7087 5 0.69314 17.4332 6.7087 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 -2.28647 3.54561 5.48187 2 2.28621 -3.54591 -5.48203 4 -2.42861e-013 -3.57787e-014 0 5 -1.8052e-013 -6.6776e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 -141.553 30.5504 -79.4382 2 193.466 2.76812 79.5309 4 -3.17778e-029 2.15704e-028 1.05996e-012 5 0 0 2.25345e-011 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 -4.23381e-013 -6.71338e-012 0 2 0 0 0 3 -2.42861e-013 -3.57787e-014 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404775 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 2.517304e+007 9.991237e-002 0.000000e+000 energy 4.019037e+002 8.634818e-002 4.019037e+001 displacement 3.505187e+001 3.505187e+001 3.505187e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404595 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 2.517304e+007 6.049852e-005 0.000000e+000 energy 4.019037e+002 5.376398e-005 4.019037e+001 displacement 3.505187e+001 2.001617e-002 3.407645e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.008144e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.022230e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.77553 17.7469 6.82805 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.82805 5 0.698493 17.5125 6.82805 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 -3.78691 5.89432 9.14376 2 3.78686 -5.89505 -9.1444 4 -9.02056e-013 -1.73472e-014 0 5 2.66714e-013 -1.0044e-011 0 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 -236.639 51.0942 -131.958 2 322.756 3.99287 132.104 4 -1.54074e-029 8.01187e-028 3.97136e-012 5 0 0 3.37728e-011 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -6.35342e-013 -1.00614e-011 0 2 0 0 0 3 -9.02056e-013 -1.73472e-014 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404595 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 2.517294e+007 2.520219e-001 0.000000e+000 energy 4.016842e+002 1.339134e-001 4.016842e+001 displacement 3.304690e+001 3.304690e+001 3.304690e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404451 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 2.517294e+007 3.529530e-004 0.000000e+000 energy 4.016842e+002 8.290555e-005 4.016842e+001 displacement 3.304690e+001 2.120833e-002 3.206651e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.345343e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.909652e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.81404 17.8292 6.9474 2 0.385 12.8662 -15.35 4 0.385 12.8662 6.9474 5 0.703846 17.5918 6.9474 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 -5.76015 9.04016 14.0739 2 5.76502 -9.04633 -14.0858 4 -4.85723e-013 -7.15573e-014 0 5 -3.61039e-013 -1.33552e-011 0 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 -364.817 78.8562 -201.487 2 496.949 4.54734 201.987 4 -6.35557e-029 4.31408e-028 2.11992e-012 5 0 0 4.5069e-011 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 -8.46762e-013 -1.34268e-011 0 2 0 0 0 3 -4.85723e-013 -7.15573e-014 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404451 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 2.517283e+007 5.433196e-001 0.000000e+000 energy 4.019398e+002 1.717213e-001 4.019398e+001 displacement 3.112582e+001 3.112582e+001 3.112582e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404163 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 2.517283e+007 1.612887e-004 0.000000e+000 energy 4.019398e+002 6.388015e-005 4.019398e+001 displacement 3.112582e+001 1.625346e-002 3.033121e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.680826e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.146200e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.85255 17.9115 7.06675 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.06675 5 0.709199 17.6712 7.06675 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 -8.49024 13.4807 21.0525 2 8.4956 -13.4876 -21.059 4 -1.14492e-012 -5.42101e-014 0 5 8.45678e-014 -1.67206e-011 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 -545.979 118.742 -298.466 2 742.163 3.45883 299.433 4 -4.81482e-029 1.01689e-027 5.03099e-012 5 0 0 5.63077e-011 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 -1.06035e-012 -1.67748e-011 0 2 0 0 0 3 -1.14492e-012 -5.42101e-014 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 404163 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 2.517279e+007 1.312639e+000 0.000000e+000 energy 4.038736e+002 1.795968e-001 4.038736e+001 displacement 2.961398e+001 2.961398e+001 2.961398e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 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 2.517279e+007 4.936959e-004 0.000000e+000 energy 4.038736e+002 9.628433e-005 4.038736e+001 displacement 2.961398e+001 1.406766e-002 2.904549e-003 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.047573e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 7.023086e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -2.89105 17.9938 7.1861 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.1861 5 0.714552 17.7505 7.1861 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 -12.3624 19.919 31.1609 2 12.3677 -19.9221 -31.1655 4 -6.93889e-013 -1.0842e-013 0 5 -5.96311e-013 -2.03266e-011 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 -807.372 177.752 -437.219 2 1096.62 -1.143 439.212 4 -9.62965e-029 6.16298e-028 3.02661e-012 5 0 0 6.85938e-011 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -1.2902e-012 -2.0435e-011 0 2 0 0 0 3 -6.93889e-013 -1.0842e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 1 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517309e+007 3.110192e+000 0.000000e+000 energy 4.086498e+002 2.180228e-001 4.086498e+001 displacement 2.854991e+001 2.854991e+001 2.854991e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 2 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517309e+007 2.169223e-003 0.000000e+000 energy 4.086498e+002 2.813865e-004 4.086498e+001 displacement 2.854991e+001 1.538303e-002 2.818180e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 3 Nonlinear solution status: time= 0.35 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517309e+007 6.414011e-007 0.000000e+000 energy 4.086498e+002 4.107063e-008 4.086498e+001 displacement 2.854991e+001 4.964123e-006 2.818152e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.381317e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.990012e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.92956 18.0761 7.30545 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.30545 5 0.719905 17.8298 7.30545 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 -17.7669 29.1192 45.5222 2 17.7669 -29.1192 -45.5221 4 -1.38778e-012 -9.1073e-014 8.88178e-012 5 -1.14925e-013 -2.36746e-011 -8.88178e-012 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 -1176.7 263.142 -632.323 2 1599.24 -11.51 636.278 4 3.91534e-011 -2.64175e-012 6.09063e-012 5 0 0 7.97742e-011 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 -1.5027e-012 -2.37657e-011 0 2 0 0 0 3 -1.38778e-012 -9.1073e-014 8.88178e-012 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 1 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517413e+007 5.158198e+000 0.000000e+000 energy 4.169086e+002 2.277352e-001 4.169086e+001 displacement 2.791773e+001 2.791773e+001 2.791773e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 2 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517413e+007 6.089784e-003 0.000000e+000 energy 4.169086e+002 4.941431e-004 4.169086e+001 displacement 2.791773e+001 1.471089e-002 2.766811e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 3 Nonlinear solution status: time= 0.4 stiffness updates = 0 right hand side evaluations = 4 stiffness matrix reformations = 3 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517413e+007 1.832696e-007 0.000000e+000 energy 4.169086e+002 7.655128e-008 4.169086e+001 displacement 2.791773e+001 5.541146e-006 2.766705e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.284424e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.161755e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -2.96807 18.1584 7.4248 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.4248 5 0.725258 17.9092 7.4248 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 -24.9228 41.6034 64.8262 2 24.9228 -41.6034 -64.8261 4 -2.08167e-013 -2.29851e-013 0 5 3.23092e-013 8.48713e-012 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 -1670.33 378.797 -891.855 2 2274.76 -28.5526 899.46 4 -2.04149e-028 -3.08149e-028 -1.59779e-012 5 0 0 -2.77505e-011 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 6.70037e-013 8.25728e-012 0 2 5.55112e-013 0 0 3 3.46945e-013 -2.29851e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403911 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 2.517579e+007 4.995258e+000 0.000000e+000 energy 4.252608e+002 1.931904e-001 4.252608e+001 displacement 2.743475e+001 2.743475e+001 2.743475e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403659 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 2.517579e+007 4.724812e-003 0.000000e+000 energy 4.252608e+002 3.537825e-004 4.252608e+001 displacement 2.743475e+001 1.052720e-002 2.722800e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403659 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 2.517579e+007 2.078834e-008 0.000000e+000 energy 4.252608e+002 3.678527e-008 4.252608e+001 displacement 2.743475e+001 2.902238e-006 2.722942e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.913472e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.068518e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -3.00658 18.2407 7.54415 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.54415 5 0.730611 17.9885 7.54415 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 -33.613 57.125 88.5474 2 33.6131 -57.125 -88.5474 4 -9.02056e-013 -2.12504e-013 0 5 8.06646e-013 5.10442e-012 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 -2273.94 519.386 -1206.93 2 3105.87 -50.1592 1220.03 4 -1.88741e-028 3.08149e-028 1.46622e-012 5 0 0 -1.64546e-011 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 4.59702e-013 4.89192e-012 0 2 5.55112e-013 0 0 3 -3.46945e-013 -2.12504e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403659 1 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517749e+007 4.002212e+000 0.000000e+000 energy 4.325393e+002 1.061885e-001 4.325393e+001 displacement 2.711628e+001 2.711628e+001 2.711628e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403371 2 Nonlinear solution status: time= 0.5 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.517749e+007 2.137217e-003 0.000000e+000 energy 4.325393e+002 2.472718e-004 4.325393e+001 displacement 2.711628e+001 8.661132e-003 2.714774e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403371 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 2.517749e+007 8.426097e-009 0.000000e+000 energy 4.325393e+002 6.530826e-009 4.325393e+001 displacement 2.711628e+001 1.115980e-006 2.714866e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.580700e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.228358e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -3.04509 18.323 7.66351 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.66351 5 0.735964 18.0678 7.66351 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 -43.4497 75.0463 115.652 2 43.4497 -75.0463 -115.652 4 6.245e-013 -3.42608e-013 0 5 -9.32414e-013 1.90386e-012 0 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 -2961.54 676.314 -1562.28 2 4057.53 -73.0802 1582.6 4 -3.04297e-028 -1.04771e-027 -5.30196e-012 5 0 0 -5.27413e-012 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 2.47198e-013 1.56125e-012 0 2 5.55112e-013 0 0 3 1.17961e-012 -3.42608e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403371 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 2.517926e+007 3.469741e+000 0.000000e+000 energy 4.393566e+002 3.294651e-002 4.393566e+001 displacement 2.722842e+001 2.722842e+001 2.722842e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403335 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 2.517926e+007 1.977566e-003 0.000000e+000 energy 4.393566e+002 2.139644e-004 4.393566e+001 displacement 2.722842e+001 8.190146e-003 2.750644e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403335 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 2.517926e+007 9.997243e-008 0.000000e+000 energy 4.393566e+002 1.781572e-008 4.393566e+001 displacement 2.722842e+001 7.783338e-007 2.750860e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.804446e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.821671e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -3.0836 18.4052 7.78286 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.78286 5 0.741317 18.1472 7.78286 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 -54.184 94.9401 145.488 2 54.1841 -94.94 -145.488 4 -6.93889e-014 -3.20924e-013 0 5 -4.51028e-013 -1.48319e-012 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 -3716.98 844.09 -1948.01 2 5107.35 -95.2961 1977.19 4 -2.85038e-028 -4.31408e-028 -2.23665e-012 5 0 0 6.0223e-012 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 3.46945e-014 -1.80411e-012 0 2 5.55112e-013 0 0 3 4.85723e-013 -3.20924e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403335 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 2.518622e+007 3.436607e+000 0.000000e+000 energy 4.534652e+002 2.398556e-001 4.534652e+001 displacement 2.788424e+001 2.788424e+001 2.788424e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403479 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 2.518622e+007 1.238263e-003 0.000000e+000 energy 4.534652e+002 2.067937e-004 4.534652e+001 displacement 2.788424e+001 8.543646e-003 2.838368e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403479 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 2.518622e+007 8.442447e-010 0.000000e+000 energy 4.534652e+002 3.625747e-009 4.534652e+001 displacement 2.788424e+001 7.814540e-007 2.838884e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.137711e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.888054e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -3.12211 18.4875 7.90221 2 0.385 12.8662 -15.35 4 0.385 12.8662 7.90221 5 0.74667 18.2265 7.90221 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 -65.5997 116.418 177.493 2 65.5997 -116.418 -177.493 4 -1.38778e-013 -3.03577e-013 -8.88178e-012 5 -3.46945e-014 -4.8312e-012 8.88178e-012 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 -4526.28 1018.7 -2355.92 2 6235.5 -115.846 2395.45 4 -3.91534e-011 2.64175e-012 5.21478e-013 5 0 0 1.72018e-011 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 -1.73472e-013 -5.13478e-012 0 2 0 0 0 3 -1.38778e-013 -3.03577e-013 -8.88178e-012 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403479 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 2.519626e+007 2.482550e+000 0.000000e+000 energy 4.734260e+002 1.646019e-001 4.734260e+001 displacement 2.889545e+001 2.889545e+001 2.889545e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403299 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 2.519626e+007 1.758254e-003 0.000000e+000 energy 4.734260e+002 1.746207e-004 4.734260e+001 displacement 2.889545e+001 4.821661e-003 2.935020e-003 Reforming stiffness matrix: reformation #3 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403299 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 2.519626e+007 1.753821e-008 0.000000e+000 energy 4.734260e+002 2.863975e-008 4.734260e+001 displacement 2.889545e+001 9.003509e-007 2.935601e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.543563e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 0.000000e+000 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.804897e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 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 -3.16062 18.5698 8.02156 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.02156 5 0.752023 18.3058 8.02156 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 -77.4012 138.845 210.791 2 77.4012 -138.845 -210.79 4 -8.32667e-013 -2.86229e-013 0 5 4.46691e-013 -8.24861e-012 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 -5368.02 1196.23 -2775.91 2 7410.76 -134.628 2826.73 4 -2.54223e-028 7.39557e-028 3.5855e-012 5 0 0 2.86142e-011 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 -3.85976e-013 -8.53484e-012 0 2 0 0 0 3 -8.32667e-013 -2.86229e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403299 1 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520511e+007 1.497089e+000 0.000000e+000 energy 4.890306e+002 1.474494e-001 4.890306e+001 displacement 2.977644e+001 2.977644e+001 2.977644e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403155 2 Nonlinear solution status: time= 0.7 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.520511e+007 1.470033e-003 0.000000e+000 energy 4.890306e+002 8.420015e-005 4.890306e+001 displacement 2.977644e+001 2.358789e-003 3.010987e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.222797e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.777167e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.7 Data Record #1 =========================================================================== Step = 14 Time = 0.7 Data = center_of_mass 1 -3.19913 18.6521 8.14091 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.14091 5 0.757375 18.3852 8.14091 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 -89.3358 161.691 244.634 2 89.3478 -161.686 -244.629 4 -9.71445e-013 -3.38271e-013 -1.77636e-011 5 -1.99493e-013 -1.18742e-011 1.77636e-011 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 -6223.78 1374.01 -3199.75 2 8606.31 -151.917 3262.56 4 -7.83068e-011 5.2835e-012 1.7347e-012 5 0 0 4.09582e-011 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -6.15827e-013 -1.22125e-011 0 2 5.55112e-013 0 0 3 -4.16334e-013 -3.38271e-013 -1.77636e-011 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403155 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 2.521182e+007 7.932302e-001 0.000000e+000 energy 5.002319e+002 8.282922e-002 5.002319e+001 displacement 3.040083e+001 3.040083e+001 3.040083e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403047 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 2.521182e+007 2.767343e-004 0.000000e+000 energy 5.002319e+002 2.385727e-005 5.002319e+001 displacement 3.040083e+001 1.003542e-003 3.062772e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.556541e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 3.903128e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -3.23764 18.7344 8.26026 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.26026 5 0.762728 18.4645 8.26026 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 -101.293 184.612 278.561 2 101.298 -184.609 -278.555 4 -5.55112e-013 -3.90313e-013 0 5 -8.32667e-013 -1.51528e-011 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 -7082.02 1550.61 -3623.58 2 9805.83 -168.021 3698.01 4 -3.46667e-028 0 -1.16092e-013 5 0 0 5.21397e-011 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -8.32667e-013 -1.55431e-011 0 2 5.55112e-013 0 0 3 0 -3.90313e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403011 1 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.521770e+007 4.177682e-001 0.000000e+000 energy 5.090664e+002 9.178690e-002 5.090664e+001 displacement 3.083813e+001 3.083813e+001 3.083813e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403119 2 Nonlinear solution status: time= 0.8 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.521770e+007 6.295438e-005 0.000000e+000 energy 5.090664e+002 6.930629e-006 5.090664e+001 displacement 3.083813e+001 4.888840e-004 3.099774e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.890271e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.784404e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.8 Data Record #1 =========================================================================== Step = 16 Time = 0.8 Data = center_of_mass 1 -3.27614 18.8167 8.37961 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.37961 5 0.768081 18.5439 8.37961 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 -113.178 207.456 312.337 2 113.18 -207.457 -312.336 4 -2.22045e-012 -3.03577e-013 -1.77636e-011 5 6.20164e-013 -1.85702e-011 1.77636e-011 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 -7936.68 1725.38 -4044.54 2 11000.9 -183.174 4130.64 4 -7.83068e-011 5.2835e-012 7.25097e-012 5 0 0 6.33201e-011 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -1.04517e-012 -1.88738e-011 0 2 5.55112e-013 0 0 3 -1.66533e-012 -3.03577e-013 -1.77636e-011 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403119 1 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.521988e+007 3.388672e-001 0.000000e+000 energy 5.153743e+002 6.631860e-002 5.153743e+001 displacement 3.114652e+001 3.114652e+001 3.114652e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 402939 2 Nonlinear solution status: time= 0.85 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 2.521988e+007 1.284272e-005 0.000000e+000 energy 5.153743e+002 3.379363e-006 5.153743e+001 displacement 3.114652e+001 3.389095e-004 3.128442e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.316327e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.226144e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.85 Data Record #1 =========================================================================== Step = 17 Time = 0.85 Data = center_of_mass 1 -3.31465 18.899 8.49896 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.49896 5 0.773434 18.6232 8.49896 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 -124.954 230.145 345.856 2 124.956 -230.145 -345.855 4 5.55112e-013 -5.20417e-013 0 5 2.1684e-014 1.36349e-011 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 -8785.08 1898.05 -4461.47 2 12187.3 -197.522 4559.13 4 -4.62223e-028 -9.86076e-028 -5.04896e-012 5 0 0 -4.40897e-011 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 1.13191e-012 1.31145e-011 0 2 5.55112e-013 0 0 3 1.11022e-012 -5.20417e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 402939 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 2.522013e+007 1.824695e-001 0.000000e+000 energy 5.183374e+002 7.167148e-002 5.183374e+001 displacement 3.141695e+001 3.141695e+001 3.141695e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 402831 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 2.522013e+007 6.140483e-005 0.000000e+000 energy 5.183374e+002 3.856489e-006 5.183374e+001 displacement 3.141695e+001 2.319509e-004 3.153269e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 9.826944e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.777532e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.9 Data Record #1 =========================================================================== Step = 18 Time = 0.9 Data = center_of_mass 1 -3.35316 18.9813 8.61831 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.61831 5 0.778787 18.7025 8.61831 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 -136.607 252.625 379.051 2 136.608 -252.628 -379.051 4 -1.38778e-013 -4.94396e-013 -1.77636e-011 5 5.0307e-013 1.02782e-011 1.77636e-011 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 -9625.58 2068.45 -4873.85 2 13362.6 -211.132 4982.86 4 -7.83068e-011 5.2835e-012 -1.98237e-012 5 0 0 -3.29092e-011 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 9.19403e-013 9.78384e-012 0 2 5.55112e-013 0 0 3 4.16334e-013 -4.94396e-013 -1.77636e-011 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 402831 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 2.522024e+007 1.261776e-001 0.000000e+000 energy 5.211679e+002 4.961714e-002 5.211679e+001 displacement 3.164530e+001 3.164530e+001 3.164530e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403047 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 2.522024e+007 1.289914e-005 0.000000e+000 energy 5.211679e+002 8.977269e-007 5.211679e+001 displacement 3.164530e+001 1.663101e-004 3.174692e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.491774e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.118863e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -3.39167 19.0636 8.73766 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.73766 5 0.78414 18.7819 8.73766 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 -148.123 274.869 411.881 2 148.124 -274.869 -411.88 4 4.16334e-013 -5.55112e-013 0 5 -2.64545e-013 7.00828e-012 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 -10457.1 2236.48 -5281.28 2 14525.4 -224.056 5401.41 4 -4.93038e-028 -8.62817e-028 -4.44751e-012 5 0 0 -2.17287e-011 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 7.069e-013 6.45317e-012 0 2 5.55112e-013 0 0 3 9.71445e-013 -5.55112e-013 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 ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 403047 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 2.521949e+007 8.852606e-002 0.000000e+000 energy 5.226313e+002 4.978029e-002 5.226313e+001 displacement 3.184300e+001 3.184300e+001 3.184300e-003 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 10191 Nr of nonzeroes in stiffness matrix ....... : 402759 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 2.521949e+007 7.988487e-006 0.000000e+000 energy 5.226313e+002 6.445845e-007 5.226313e+001 displacement 3.184300e+001 1.338438e-004 3.193510e-003 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.816256e-016 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 2 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.551115e-017 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 rigid connector # 3 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.777387e-015 1.000000e-002 moment: 0.000000e+000 *** angle : 0.000000e+000 1.000000e-004 convergence summary number of iterations : 2 number of reformations : 0 ------- converged at time : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -3.43018 19.1459 8.85701 2 0.385 12.8662 -15.35 4 0.385 12.8662 8.85701 5 0.789493 18.8612 8.85701 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 -159.497 296.859 444.321 2 159.497 -296.858 -444.321 4 -2.77556e-013 -5.37764e-013 1.77636e-011 5 1.99493e-013 3.31332e-012 -1.77636e-011 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 -11278.9 2402.15 -5683.58 2 15674.7 -236.358 5814.56 4 7.83068e-011 -5.2835e-012 -1.38349e-012 5 0 0 -9.3847e-012 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 4.77049e-013 2.77556e-012 0 2 5.55112e-013 0 0 3 2.77556e-013 -5.37764e-013 1.77636e-011 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 47 Average number of equilibrium iterations .......... : 2.35 Total number of right hand evaluations ............ : 67 Total number of stiffness reformations ............ : 47 Time in linear solver: 0:00:20 Elapsed time : 0:02:27 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:02 (1.763 sec) Initialization time ............. : 0:00:00 (0.119 sec) Solve time ...................... : 0:02:27 (147.067 sec) IO-time (plot, dmp, data) .... : 0:00:01 (0.508 sec) reforming stiffness .......... : 0:00:11 (11.102 sec) evaluating stiffness ......... : 0:00:06 (6.262 sec) evaluating residual .......... : 0:00:01 (1.016 sec) model update ................. : 0:01:46 (106.346 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:00:20 (19.865 sec) Total elapsed time .............. : 0:02:29 (148.949 sec) N O R M A L T E R M I N A T I O N