=========================================================================== ________ _________ _________ __ _________ | |\ | |\ | |\ | |\ / \\ | ____|| | ____|| | __ || |__|| | ___ || | |\___\| | |\___\| | |\_| || \_\| | // \ || | || | || | || | || __ | || | || | ||__ | ||__ | ||_| || | |\ | || | || | |\ | |\ | \\ | || | || | || | ___|| | ___|| | ___ || | || | || | || | |\__\| | |\__\| | |\__| || | || | || | || | || | || | || | || | || | || | || | || | ||___ | ||__| || | || | \\__/ || | || | |\ | || | || | || |___|| |________|| |__________|| |__|| \_________// 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 ................................ : 87481 Number of solid elements ....................... : 184757 Number of shell elements ....................... : 97200 CONTROL DATA =========================================================================== Module type .................................... : solid Analysis type .................................. : quasi-static Number of timesteps ............................ : 20 Time step size ................................. : 0.05 Auto time stepper activated .................... : yes Optimal nr of iterations ..................... : 50 Minimum allowable step size .................. : 0.001 Maximum allowable step size .................. : 0.05 Number of loadcurves ........................... : 1 SOLVER PARAMETERS =========================================================================== 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 .................................... : -8.22,-5.25,19.8 --------------------------------------------------------------------------- 2 - TBB (type: rigid body) density ........................................... : 1e-009 density ........................................... : 1e-009 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.3,-6.41,-0.955 --------------------------------------------------------------------------- 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 .......................................... : -0.178668,0.505414,0.844177 a ............................................... : -0.178668,0.505414,0.844177 d ............................................... : 0,0,1 --------------------------------------------------------------------------- 4 - TFTO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.3,-6.41,19.8 --------------------------------------------------------------------------- 5 - TFFO (type: rigid body) density ........................................... : 1 density ........................................... : 1 E ................................................. : 1 v ................................................. : 0 parent_id ......................................... : -1 center_of_mass .................................... : -6.43722,-5.06775,19.8 RIGID BODY DATA =========================================================================== Rigid Body 1: material id : 1 center of mass : -8.22, -5.25, 19.8 mass : 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 : -6.3, -6.41, -0.955 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 : -6.3, -6.41, 19.8 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 --------------------------------------------------------------------------- Rigid Body 4: material id : 5 center of mass : -6.43722, -5.06775, 19.8 mass : 0 Ixx Ixy Ixz : 0, 0, 0 Ixy Iyy Iyz : 0, 0, 0 Ixz Iyz Izz : 0, 0, 0 CONTACT INTERFACE DATA =========================================================================== contact interface 1 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false --------------------------------------------------------------------------- contact interface 2 - Type: sliding-elastic laugon ............................................ : false tolerance ......................................... : 0 gaptol ............................................ : 0.01 penalty ........................................... : 0.1 auto_penalty ...................................... : true two_pass .......................................... : true knmult ............................................ : 0 search_tol ........................................ : 0.01 symmetric_stiffness ............................... : true search_radius ..................................... : 0.005 seg_up ............................................ : 0 tension ........................................... : false minaug ............................................ : 0 maxaug ............................................ : 10 node_reloc ........................................ : false fric_coeff ........................................ : 0 smooth_aug ........................................ : false flip_master ....................................... : false flip_slave ........................................ : false NONLINEAR CONSTRAINT DATA =========================================================================== 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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4438683 1 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.334245e+006 3.061947e-003 0.000000e+000 energy 3.949014e+002 3.232779e-002 3.949014e+001 displacement 3.158983e+002 3.158983e+002 3.158983e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4439223 2 Nonlinear solution status: time= 0.05 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.334245e+006 1.694073e-008 0.000000e+000 energy 3.949014e+002 4.712457e-007 3.949014e+001 displacement 3.158983e+002 3.310721e-002 3.128823e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.950394e-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 : 3.587750e-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 : 0.05 Data Record #1 =========================================================================== Step = 1 Time = 0.05 Data = center_of_mass 1 -8.2468 -5.17419 19.9266 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 19.9266 5 -6.44517 -4.99001 19.9266 Data Record #2 =========================================================================== Step = 1 Time = 0.05 Data = rotation_quaternion 1 0 0 0 1 2 0 0 0 1 4 0 0 0 1 5 0 0 0 1 Data Record #3 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Forces 1 -0.599273 1.13271 2.1897 2 0.599328 -1.1327 -2.18972 4 -4.97866e-012 -4.80302e-013 3.55271e-011 5 5.67878e-012 -6.43474e-012 -3.55271e-011 Data Record #4 =========================================================================== Step = 1 Time = 0.05 Data = Reaction_Torques 1 35.5245 -18.446 19.4063 2 -14.5787 26.6979 -17.9428 4 4.76864e-011 4.87498e-012 6.74853e-012 5 0 0 1.24556e-011 Data Record #5 =========================================================================== Step = 1 Time = 0.05 Data = Rigid_Connector_Force 1 7.00124e-013 -6.91504e-012 0 2 0 0 0 3 -4.97866e-012 -4.80302e-013 3.55271e-011 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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4439223 1 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.334237e+006 5.159044e-003 0.000000e+000 energy 3.948228e+002 2.518985e-002 3.948228e+001 displacement 3.109781e+002 3.109781e+002 3.109781e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4437747 2 Nonlinear solution status: time= 0.1 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.334237e+006 2.219625e-005 0.000000e+000 energy 3.948228e+002 1.034649e-005 3.948228e+001 displacement 3.109781e+002 5.719693e-002 3.082037e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.454670e-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 : 6.771696e-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 : 0.1 Data Record #1 =========================================================================== Step = 2 Time = 0.1 Data = center_of_mass 1 -8.2736 -5.09838 20.0533 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.0533 5 -6.45311 -4.91227 20.0533 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 -1.27312 2.40033 4.66271 2 1.27461 -2.39818 -4.66241 4 6.73073e-012 7.43763e-013 0 5 -6.59683e-012 -2.19226e-012 0 Data Record #4 =========================================================================== Step = 2 Time = 0.1 Data = Reaction_Torques 1 75.3618 -39.3445 41.0911 2 -31.0713 56.9133 -38.0448 4 2.64238e-027 -2.39123e-026 -9.1364e-012 5 0 0 2.60675e-012 Data Record #5 =========================================================================== Step = 2 Time = 0.1 Data = Rigid_Connector_Force 1 1.33899e-013 -1.44849e-012 0 2 0 0 0 3 6.73073e-012 7.43763e-013 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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4437783 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 9.334215e+006 1.636372e-002 0.000000e+000 energy 3.948364e+002 4.053132e-002 3.948364e+001 displacement 3.050507e+002 3.050507e+002 3.050507e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4437747 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 9.334215e+006 4.883927e-005 0.000000e+000 energy 3.948364e+002 2.711127e-005 3.948364e+001 displacement 3.050507e+002 1.127741e-001 3.012810e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.299569e-017 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 : 3.553730e-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 : 0.15 Data Record #1 =========================================================================== Step = 3 Time = 0.15 Data = center_of_mass 1 -8.3004 -5.02256 20.1799 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.1799 5 -6.46106 -4.83453 20.1799 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 -2.08554 3.9061 7.65082 2 2.08673 -3.90683 -7.65569 4 8.32667e-013 1.69136e-013 -3.55271e-011 5 -8.97719e-013 2.55872e-013 3.55271e-011 Data Record #4 =========================================================================== Step = 3 Time = 0.15 Data = Reaction_Torques 1 122.995 -64.6719 66.9395 2 -51.1299 93.5203 -62.0627 4 -4.76864e-011 -4.87498e-012 -1.14086e-012 5 0 0 -7.69551e-013 Data Record #5 =========================================================================== Step = 3 Time = 0.15 Data = Rigid_Connector_Force 1 -6.50521e-014 4.25007e-013 0 2 0 0 0 3 8.32667e-013 1.69136e-013 -3.55271e-011 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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4437747 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 9.334195e+006 3.840417e-002 0.000000e+000 energy 3.954635e+002 5.884971e-002 3.954635e+001 displacement 2.973018e+002 2.973018e+002 2.973018e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436559 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 9.334195e+006 4.254388e-005 0.000000e+000 energy 3.954635e+002 3.786923e-005 3.954635e+001 displacement 2.973018e+002 1.484889e-001 2.932642e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.714053e-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 : 3.577158e-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 : 0.2 Data Record #1 =========================================================================== Step = 4 Time = 0.2 Data = center_of_mass 1 -8.3272 -4.94675 20.3065 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.3065 5 -6.46901 -4.75679 20.3065 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 -3.11838 5.81271 11.4803 2 3.11862 -5.8162 -11.4873 4 -4.16334e-012 -3.07913e-013 -3.55271e-011 5 4.61436e-012 -4.38451e-012 3.55271e-011 Data Record #4 =========================================================================== Step = 4 Time = 0.2 Data = Reaction_Torques 1 183.615 -97.1633 99.5889 2 -76.9152 140.29 -92.4277 4 -4.76864e-011 -4.87498e-012 5.63051e-012 5 0 0 8.44777e-012 Data Record #5 =========================================================================== Step = 4 Time = 0.2 Data = Rigid_Connector_Force 1 4.51028e-013 -4.69243e-012 0 2 0 0 0 3 -4.16334e-012 -3.07913e-013 -3.55271e-011 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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436523 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 9.334205e+006 8.638454e-002 0.000000e+000 energy 3.974940e+002 8.256216e-002 3.974940e+001 displacement 2.893455e+002 2.893455e+002 2.893455e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436523 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 9.334205e+006 5.799626e-005 0.000000e+000 energy 3.974940e+002 5.162206e-005 3.974940e+001 displacement 2.893455e+002 1.450216e-001 2.855202e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.008529e-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 : 1.179740e-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 -8.354 -4.87094 20.4331 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.4331 5 -6.47696 -4.67905 20.4331 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 -4.47248 8.33393 16.54 2 4.47254 -8.33449 -16.5428 4 -1.17961e-012 1.73472e-014 0 5 1.249e-012 -1.02349e-012 0 Data Record #4 =========================================================================== Step = 5 Time = 0.25 Data = Reaction_Torques 1 263.674 -139.943 142.434 2 -110.942 201.675 -132.224 4 6.16298e-029 4.19082e-027 1.58096e-012 5 0 0 1.80637e-012 Data Record #5 =========================================================================== Step = 5 Time = 0.25 Data = Rigid_Connector_Force 1 6.93889e-014 -1.00614e-012 0 2 0 0 0 3 -1.17961e-012 1.73472e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436559 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 9.334257e+006 1.536602e-001 0.000000e+000 energy 4.004532e+002 1.227055e-001 4.004532e+001 displacement 2.818325e+002 2.818325e+002 2.818325e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436271 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 9.334257e+006 1.025665e-004 0.000000e+000 energy 4.004532e+002 7.215509e-005 4.004532e+001 displacement 2.818325e+002 1.181047e-001 2.778711e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.672431e-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 : 1.699343e-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 : 0.3 Data Record #1 =========================================================================== Step = 6 Time = 0.3 Data = center_of_mass 1 -8.3808 -4.79513 20.5598 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.5598 5 -6.4849 -4.60131 20.5598 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 -6.25004 11.71 23.229 2 6.25247 -11.7113 -23.2296 4 1.66533e-012 3.38271e-013 0 5 -1.97758e-012 2.31586e-012 0 Data Record #4 =========================================================================== Step = 6 Time = 0.3 Data = Reaction_Torques 1 370.104 -196.098 199.144 2 -155.704 282.286 -184.935 4 1.20178e-027 -5.91646e-027 -2.28172e-012 5 0 0 -4.78864e-012 Data Record #5 =========================================================================== Step = 6 Time = 0.3 Data = Rigid_Connector_Force 1 -3.1225e-013 2.65413e-012 0 2 0 0 0 3 1.66533e-012 3.38271e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436415 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 9.334455e+006 2.526731e-001 0.000000e+000 energy 4.048205e+002 1.697740e-001 4.048205e+001 displacement 2.738429e+002 2.738429e+002 2.738429e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436235 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 9.334455e+006 1.332537e-004 0.000000e+000 energy 4.048205e+002 8.815903e-005 4.048205e+001 displacement 2.738429e+002 9.744102e-002 2.690052e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.471726e-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 : 5.533421e-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 : 0.35 Data Record #1 =========================================================================== Step = 7 Time = 0.35 Data = center_of_mass 1 -8.4076 -4.71932 20.6864 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.6864 5 -6.49285 -4.52357 20.6864 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 -8.53722 16.1785 31.8995 2 8.53925 -16.1811 -31.9009 4 5.48173e-012 7.54605e-013 0 5 -5.2779e-012 -3.21791e-012 0 Data Record #4 =========================================================================== Step = 7 Time = 0.35 Data = Reaction_Torques 1 509.207 -268.347 273.15 2 -213.049 385.919 -253.552 4 2.68089e-027 -1.9475e-026 -7.46141e-012 5 0 0 4.42869e-012 Data Record #5 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Force 1 2.0383e-013 -2.46331e-012 0 2 0 0 0 3 5.48173e-012 7.54605e-013 0 Data Record #6 =========================================================================== Step = 7 Time = 0.35 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 ===== beginning time step 8 : 0.4 ===== Reforming stiffness matrix: reformation #1 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436307 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 9.334597e+006 3.480889e-001 0.000000e+000 energy 4.073020e+002 2.104884e-001 4.073020e+001 displacement 2.635345e+002 2.635345e+002 2.635345e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436523 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 9.334597e+006 2.219199e-004 0.000000e+000 energy 4.073020e+002 1.061302e-004 4.073020e+001 displacement 2.635345e+002 1.001951e-001 2.568867e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.227572e-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 : 4.579801e-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 : 0.4 Data Record #1 =========================================================================== Step = 8 Time = 0.4 Data = center_of_mass 1 -8.4344 -4.6435 20.813 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.813 5 -6.5008 -4.44583 20.813 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 -11.3768 21.9263 42.809 2 11.3793 -21.9287 -42.8107 4 -4.16334e-013 1.9082e-013 0 5 2.36356e-013 1.02349e-012 0 Data Record #4 =========================================================================== Step = 8 Time = 0.4 Data = Reaction_Torques 1 685.589 -358.862 366.829 2 -283.959 515.205 -340.201 4 6.77927e-028 1.47911e-027 5.32641e-013 5 0 0 -2.19764e-012 Data Record #5 =========================================================================== Step = 8 Time = 0.4 Data = Rigid_Connector_Force 1 -1.79978e-013 1.21431e-012 0 2 0 0 0 3 -4.16334e-013 1.9082e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436559 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 9.334766e+006 4.501449e-001 0.000000e+000 energy 4.089573e+002 2.397082e-001 4.089573e+001 displacement 2.497901e+002 2.497901e+002 2.497901e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436379 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 9.334766e+006 3.670468e-004 0.000000e+000 energy 4.089573e+002 1.297826e-004 4.089573e+001 displacement 2.497901e+002 1.182383e-001 2.419958e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.713643e-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 : 5.420366e-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 : 0.45 Data Record #1 =========================================================================== Step = 9 Time = 0.45 Data = center_of_mass 1 -8.4612 -4.56769 20.9396 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 20.9396 5 -6.50874 -4.36809 20.9396 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 -14.7714 29.0497 56.0613 2 14.7729 -29.0539 -56.0643 4 -5.41234e-012 -2.94903e-013 0 5 5.93275e-012 -5.39499e-012 0 Data Record #4 =========================================================================== Step = 9 Time = 0.45 Data = Reaction_Torques 1 901.083 -468.751 481.212 2 -368.393 671.078 -445.729 4 -1.04771e-027 1.92285e-026 7.3052e-012 5 0 0 1.02387e-011 Data Record #5 =========================================================================== Step = 9 Time = 0.45 Data = Rigid_Connector_Force 1 5.20417e-013 -5.68989e-012 0 2 0 0 0 3 -5.41234e-012 -2.94903e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436523 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 9.334840e+006 6.227315e-001 0.000000e+000 energy 4.095957e+002 2.278403e-001 4.095957e+001 displacement 2.340081e+002 2.340081e+002 2.340081e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436379 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 9.334840e+006 5.335098e-004 0.000000e+000 energy 4.095957e+002 1.575103e-004 4.095957e+001 displacement 2.340081e+002 1.332662e-001 2.260651e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.586805e-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 : 3.594709e-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 : 0.5 Data Record #1 =========================================================================== Step = 10 Time = 0.5 Data = center_of_mass 1 -8.488 -4.49188 21.0663 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.0663 5 -6.51669 -4.29035 21.0663 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 -18.6825 37.5383 71.5969 2 18.6838 -37.552 -71.604 4 5.41234e-012 8.50015e-013 3.55271e-011 5 -6.35559e-012 7.68482e-012 -3.55271e-011 Data Record #4 =========================================================================== Step = 10 Time = 0.5 Data = Reaction_Torques 1 1154.68 -597.864 615.763 2 -465.498 852.762 -569.682 4 4.76864e-011 4.87498e-012 -7.38137e-012 5 0 0 -1.53877e-011 Data Record #5 =========================================================================== Step = 10 Time = 0.5 Data = Rigid_Connector_Force 1 -9.43256e-013 8.53484e-012 0 2 0 0 0 3 5.41234e-012 8.50015e-013 3.55271e-011 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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4436307 1 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 2 stiffness matrix reformations = 1 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.334955e+006 6.370269e-001 0.000000e+000 energy 4.103805e+002 2.057449e-001 4.103805e+001 displacement 2.182515e+002 2.182515e+002 2.182515e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435623 2 Nonlinear solution status: time= 0.55 stiffness updates = 0 right hand side evaluations = 3 stiffness matrix reformations = 2 step from line search = 1.000000 convergence norms : INITIAL CURRENT REQUIRED residual 9.334955e+006 5.220173e-004 0.000000e+000 energy 4.103805e+002 1.494427e-004 4.103805e+001 displacement 2.182515e+002 1.210581e-001 2.113386e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.648626e-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 : 5.532109e-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 : 0.55 Data Record #1 =========================================================================== Step = 11 Time = 0.55 Data = center_of_mass 1 -8.5148 -4.41607 21.1929 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.1929 5 -6.52464 -4.21261 21.1929 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 -23.0252 47.2246 89.1051 2 23.0258 -47.2501 -89.1169 4 4.16334e-013 3.64292e-013 0 5 -6.59195e-013 1.26635e-012 0 Data Record #4 =========================================================================== Step = 11 Time = 0.55 Data = Reaction_Torques 1 1441.25 -743.937 767.854 2 -573.155 1056.73 -709.524 4 1.29422e-027 -1.47911e-027 -6.08813e-013 5 0 0 -2.95134e-012 Data Record #5 =========================================================================== Step = 11 Time = 0.55 Data = Rigid_Connector_Force 1 -2.42861e-013 1.63064e-012 0 2 0 0 0 3 4.16334e-013 3.64292e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435515 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 9.335002e+006 5.684218e-001 0.000000e+000 energy 4.106726e+002 1.596274e-001 4.106726e+001 displacement 2.048544e+002 2.048544e+002 2.048544e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4434975 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 9.335002e+006 6.622720e-004 0.000000e+000 energy 4.106726e+002 1.660421e-004 4.106726e+001 displacement 2.048544e+002 9.163516e-002 1.995686e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.293183e-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 : 3.582130e-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 : 0.6 Data Record #1 =========================================================================== Step = 12 Time = 0.6 Data = center_of_mass 1 -8.5416 -4.34025 21.3195 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.3195 5 -6.53259 -4.13487 21.3195 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 -27.6887 57.8463 108.128 2 27.6869 -57.8982 -108.153 4 -4.57967e-012 -1.21431e-013 -3.55271e-011 5 5.03503e-012 -5.15213e-012 3.55271e-011 Data Record #4 =========================================================================== Step = 12 Time = 0.6 Data = Reaction_Torques 1 1753.11 -903.317 933.537 2 -688.729 1278.06 -861.846 4 -4.76864e-011 -4.87498e-012 6.16374e-012 5 0 0 9.4846e-012 Data Record #5 =========================================================================== Step = 12 Time = 0.6 Data = Rigid_Connector_Force 1 4.55365e-013 -5.27356e-012 0 2 0 0 0 3 -4.57967e-012 -1.21431e-013 -3.55271e-011 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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435011 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 9.335130e+006 4.482991e-001 0.000000e+000 energy 4.117597e+002 8.444929e-002 4.117597e+001 displacement 1.947482e+002 1.947482e+002 1.947482e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435083 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 9.335130e+006 3.582161e-004 0.000000e+000 energy 4.117597e+002 8.587566e-005 4.117597e+001 displacement 1.947482e+002 4.230218e-002 1.919123e-002 ************************************************************************* * WARNING * * * * No force acting on the system. * ************************************************************************* ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.597648e-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 : 1.538437e-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 : 0.65 Data Record #1 =========================================================================== Step = 13 Time = 0.65 Data = center_of_mass 1 -8.5684 -4.26444 21.4461 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.4461 5 -6.54053 -4.05713 21.4461 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 -32.5549 69.0885 128.134 2 32.5519 -69.1229 -128.15 4 -1.52656e-012 1.9082e-013 0 5 1.60028e-012 -1.78677e-012 0 Data Record #4 =========================================================================== Step = 13 Time = 0.65 Data = Reaction_Torques 1 2081.37 -1071.48 1108.13 2 -808.843 1510.34 -1021.71 4 6.77927e-028 5.42342e-027 2.02284e-012 5 0 0 2.85866e-012 Data Record #5 =========================================================================== Step = 13 Time = 0.65 Data = Rigid_Connector_Force 1 7.37257e-014 -1.59595e-012 0 2 0 0 0 3 -1.52656e-012 1.9082e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435155 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 9.335253e+006 2.372126e-001 0.000000e+000 energy 4.135079e+002 2.189693e-002 4.135079e+001 displacement 1.900680e+002 1.900680e+002 1.900680e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435263 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 9.335253e+006 7.876364e-005 0.000000e+000 energy 4.135079e+002 2.405532e-005 4.135079e+001 displacement 1.900680e+002 1.398982e-002 1.891795e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 2.070003e-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 : 3.555289e-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 -8.5952 -4.18863 21.5728 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.5728 5 -6.54848 -3.97939 21.5728 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 -37.4932 80.5945 148.539 2 37.4933 -80.6024 -148.543 4 1.249e-012 5.20417e-013 3.55271e-011 5 -1.55691e-012 1.52656e-012 -3.55271e-011 Data Record #4 =========================================================================== Step = 14 Time = 0.7 Data = Reaction_Torques 1 2416.32 -1243.3 1286.33 2 -930.734 1747.09 -1184.76 4 4.76864e-011 4.87498e-012 -1.74789e-012 5 0 0 -3.70542e-012 Data Record #5 =========================================================================== Step = 14 Time = 0.7 Data = Rigid_Connector_Force 1 -3.07913e-013 2.04697e-012 0 2 0 0 0 3 1.249e-012 5.20417e-013 3.55271e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435227 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 9.335441e+006 1.470909e-001 0.000000e+000 energy 4.159709e+002 9.224606e-003 4.159709e+001 displacement 1.885957e+002 1.885957e+002 1.885957e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435047 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 9.335441e+006 3.500451e-005 0.000000e+000 energy 4.159709e+002 1.100478e-005 4.159709e+001 displacement 1.885957e+002 8.672026e-003 1.883047e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 5.765968e-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 : 4.249223e-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 : 0.75 Data Record #1 =========================================================================== Step = 15 Time = 0.75 Data = center_of_mass 1 -8.622 -4.11282 21.6994 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.6994 5 -6.55643 -3.90165 21.6994 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 -42.4503 92.2109 169.094 2 42.4506 -92.214 -169.096 4 4.16334e-012 8.50015e-013 0 5 -4.85289e-012 4.87457e-012 0 Data Record #4 =========================================================================== Step = 15 Time = 0.75 Data = Reaction_Torques 1 2753.84 -1416.56 1465.88 2 -1053.33 1985.66 -1349.35 4 3.01986e-027 -1.47911e-026 -5.70489e-012 5 0 0 -1.03314e-011 Data Record #5 =========================================================================== Step = 15 Time = 0.75 Data = Rigid_Connector_Force 1 -6.89553e-013 5.72459e-012 0 2 0 0 0 3 4.16334e-012 8.50015e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4435047 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 9.335667e+006 9.951798e-002 0.000000e+000 energy 4.185400e+002 1.600143e-003 4.185400e+001 displacement 1.881781e+002 1.881781e+002 1.881781e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4434435 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 9.335667e+006 2.091371e-005 0.000000e+000 energy 4.185400e+002 6.436982e-006 4.185400e+001 displacement 1.881781e+002 5.818376e-003 1.881817e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 6.481462e-017 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 : 3.553894e-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 -8.6488 -4.03701 21.826 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.826 5 -6.56438 -3.82392 21.826 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 -47.403 103.87 189.691 2 47.4035 -103.871 -189.691 4 -8.32667e-013 3.81639e-013 3.55271e-011 5 6.59195e-013 2.42861e-013 -3.55271e-011 Data Record #4 =========================================================================== Step = 16 Time = 0.8 Data = Reaction_Torques 1 3092.09 -1590.3 1645.81 2 -1175.99 2224.67 -1514.36 4 4.76864e-011 4.87498e-012 1.06528e-012 5 0 0 -1.14496e-012 Data Record #5 =========================================================================== Step = 16 Time = 0.8 Data = Rigid_Connector_Force 1 -1.73472e-013 6.245e-013 0 2 0 0 0 3 -8.32667e-013 3.81639e-013 3.55271e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4434435 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 9.335899e+006 7.689284e-002 0.000000e+000 energy 4.208898e+002 6.786973e-004 4.208898e+001 displacement 1.882360e+002 1.882360e+002 1.882360e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4433715 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 9.335899e+006 1.218850e-005 0.000000e+000 energy 4.208898e+002 3.662317e-006 4.208898e+001 displacement 1.882360e+002 4.113429e-003 1.883541e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.761086e-017 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 : 6.664071e-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 -8.6756 -3.96119 21.9527 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 21.9527 5 -6.57232 -3.74618 21.9527 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 -52.3394 115.535 210.271 2 52.3399 -115.535 -210.271 4 -6.66134e-012 -1.9082e-013 0 5 6.55292e-012 5.20417e-014 0 Data Record #4 =========================================================================== Step = 17 Time = 0.85 Data = Reaction_Torques 1 3430.12 -1764.02 1825.58 2 -1298.41 2463.49 -1679.3 4 -6.77927e-028 2.36658e-026 8.96739e-012 5 0 0 2.27651e-013 Data Record #5 =========================================================================== Step = 17 Time = 0.85 Data = Rigid_Connector_Force 1 -1.0842e-013 -1.38778e-013 0 2 0 0 0 3 -6.66134e-012 -1.9082e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4433715 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 9.336129e+006 5.183680e-002 0.000000e+000 energy 4.228713e+002 1.031797e-003 4.228713e+001 displacement 1.884831e+002 1.884831e+002 1.884831e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4433247 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 9.336129e+006 8.357338e-006 0.000000e+000 energy 4.228713e+002 2.285829e-006 4.228713e+001 displacement 1.884831e+002 2.974329e-003 1.886369e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 8.335816e-017 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 : 3.597428e-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 -8.7024 -3.88538 22.0793 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 22.0793 5 -6.58027 -3.66844 22.0793 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 -57.2521 127.181 230.794 2 57.2524 -127.182 -230.795 4 5.55112e-012 1.07553e-012 -3.55271e-011 5 -5.59015e-012 -1.9082e-012 3.55271e-011 Data Record #4 =========================================================================== Step = 18 Time = 0.9 Data = Reaction_Torques 1 3767.24 -1937.35 2004.85 2 -1420.39 2701.67 -1843.87 4 -4.76864e-011 -4.87498e-012 -7.59859e-012 5 0 0 1.47735e-012 Data Record #5 =========================================================================== Step = 18 Time = 0.9 Data = Rigid_Connector_Force 1 -3.90313e-014 -8.32667e-013 0 2 0 0 0 3 5.55112e-012 1.07553e-012 -3.55271e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4433211 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 9.336377e+006 4.332272e-002 0.000000e+000 energy 4.247026e+002 2.541429e-003 4.247026e+001 displacement 1.888042e+002 1.888042e+002 1.888042e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4433139 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 9.336377e+006 5.222167e-006 0.000000e+000 energy 4.247026e+002 1.631637e-006 4.247026e+001 displacement 1.888042e+002 2.204292e-003 1.889828e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 1.526778e-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 : 5.745576e-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 : 0.95 Data Record #1 =========================================================================== Step = 19 Time = 0.95 Data = center_of_mass 1 -8.7292 -3.80957 22.2059 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 22.2059 5 -6.58822 -3.5907 22.2059 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 -62.1357 138.794 251.239 2 62.1362 -138.794 -251.238 4 -2.77556e-013 5.0307e-013 0 5 3.03577e-013 -2.02963e-012 0 Data Record #4 =========================================================================== Step = 19 Time = 0.95 Data = Reaction_Torques 1 4103.09 -2110.1 2183.41 2 -1541.83 2938.92 -2007.84 4 1.78726e-027 9.86076e-028 3.0352e-013 5 0 0 2.72626e-012 Data Record #5 =========================================================================== Step = 19 Time = 0.95 Data = Rigid_Connector_Force 1 2.60209e-014 -1.52656e-012 0 2 0 0 0 3 -2.77556e-013 5.0307e-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 ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4433139 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 9.336637e+006 3.426348e-002 0.000000e+000 energy 4.261300e+002 5.420688e-003 4.261300e+001 displacement 1.891641e+002 1.891641e+002 1.891641e-002 Reforming stiffness matrix: reformation #2 ===== reforming stiffness matrix: Nr of equations ........................... : 106413 Nr of nonzeroes in stiffness matrix ....... : 4432851 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 9.336637e+006 3.748602e-006 0.000000e+000 energy 4.261300e+002 9.831740e-007 4.261300e+001 displacement 1.891641e+002 1.613646e-003 1.893350e-002 ........................ augmentation # 1 rigid connector # 1 (cylindrical joint) CURRENT REQUIRED force : 0.000000e+000 *** gap : 4.034118e-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 : 5.273559e-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 : 1 Data Record #1 =========================================================================== Step = 20 Time = 1 Data = center_of_mass 1 -8.756 -3.73376 22.3325 2 -6.3 -6.41 -0.955 4 -6.3 -6.41 22.3325 5 -6.59616 -3.51296 22.3325 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 -66.9874 150.361 271.585 2 66.9877 -150.361 -271.585 4 -5.27356e-012 0 0 5 5.55112e-012 -4.02456e-012 0 Data Record #4 =========================================================================== Step = 20 Time = 1 Data = Reaction_Torques 1 4437.34 -2282.1 2361.1 2 -1662.62 3175.07 -2171.1 4 0 1.87354e-026 7.07845e-012 5 0 0 7.22549e-012 Data Record #5 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Force 1 2.77556e-013 -4.02456e-012 0 2 0 0 0 3 -5.27356e-012 0 0 Data Record #6 =========================================================================== Step = 20 Time = 1 Data = Rigid_Connector_Moment 1 0 0 0 2 0 0 0 3 0 0 0 N O N L I N E A R I T E R A T I O N I N F O R M A T I O N Number of time steps completed .................... : 20 Total number of equilibrium iterations ............ : 40 Average number of equilibrium iterations .......... : 2 Total number of right hand evaluations ............ : 60 Total number of stiffness reformations ............ : 40 Time in linear solver: 0:01:60 Elapsed time : 0:04:15 T I M I N G I N F O R M A T I O N Input time ...................... : 0:00:02 (1.532 sec) Initialization time ............. : 0:00:00 (0.183 sec) Solve time ...................... : 0:04:15 (255.395 sec) IO-time (plot, dmp, data) .... : 0:00:02 (2.292 sec) reforming stiffness .......... : 0:00:22 (22.186 sec) evaluating stiffness ......... : 0:00:26 (26.418 sec) evaluating residual .......... : 0:00:03 (3.358 sec) model update ................. : 0:01:19 (79.327 sec) QN updates ................... : 0:00:00 (0 sec) time in linear solver ........ : 0:01:60 (119.937 sec) Total elapsed time .............. : 0:04:17 (257.11 sec) N O R M A L T E R M I N A T I O N