###################################################################################################################### # MBDyn is a free and open-source general purpose multi-body dynamics software. See https://www.mbdyn.org/ for details. # This input file was automatically generated by the FreeCAD "MBD workbench". # To learn more about MBDyn input files, you can visit the website: https://www.sky-engin.jp/en/MBDynTutorial/index.html # Details about the structure of input files can be studied in the input file manuals: https://www.mbdyn.org/?Software_Download # Although MBDyn has already reached a mature stage and is used by several industries, # the FreeCAD dynamics workbench is still under development, and it is likely to have bugs. # Please be aware of this fact before you use this input file for any critical application. # If you think you have found a bug or have any suggestion, please send your comments to Jose Egas: # josegegas@gmail.com ###################################################################################################################### #----------------------------------------------------------------------------- # [Data Block] begin: data; problem: initial value; end: data; #----------------------------------------------------------------------------- # [Problem Block] begin: initial value; initial time: 0.0; final time: 3.0; time step: 0.1; max iterations: 100; tolerance: 1e-06; derivatives tolerance: 0.0001; derivatives max iterations: 100; derivatives coefficient: auto; end: initial value; #----------------------------------------------------------------------------- # [Control Data Block] begin: control data; max iterations: 1000; default orientation: euler321; omega rotates: no; print: none; initial stiffness: 1.0, 1.0; structural nodes: 4; rigid bodies: 3; joints: 7; end: control data; #----------------------------------------------------------------------------- # [Design Variables] #Generic bodies #body: 2 set: integer body_2 = 2; #body label set: real mass_2 = 1.4486361883511716; #mass [kg] set: real volume_2 = 0.0001833716694115407; #volume [m^3] #body: 3 set: integer body_3 = 3; #body label set: real mass_3 = 2.85294865570677; #mass [kg] set: real volume_3 = 0.00036113274122870505; #volume [m^3] #body: 4 set: integer body_4 = 4; #body label set: real mass_4 = 10.859427202622147; #mass [kg] set: real volume_4 = 0.0013746110383066007; #volume [m^3] #Nodes #node: 1 set: integer structural_node_1 = 1; #node label #node: 2 set: integer structural_node_2 = 2; #node label #node: 3 set: integer structural_node_3 = 3; #node label #node: 4 set: integer structural_node_4 = 4; #node label #Joints #joint: 1 set: integer joint_1 = 1; #joint label #joint: 2 set: integer joint_2 = 2; #joint label #joint: 3 set: integer joint_3 = 3; #joint label #joint: 4 set: integer joint_4 = 4; #joint label #joint: 5 set: integer joint_5 = 5; #joint label #joint: 6 set: integer joint_6 = 6; #joint label #joint: 7 set: integer joint_7 = 7; #joint label #Nodes: initial conditions #node: 1 set: real Px_1 = -0.121; #X component of the absolute position [m] set: real Py_1 = -8.796847998598882e-19; #Y component of the absolute position [m] set: real Pz_1 = -0.08; #Z component of the absolute position [m] set: real Vx_1 = 0.0; #X component of the absolute velocity [m/s] set: real Vy_1 = 0.0; #Y component of the absolute velocity [m/s] set: real Vz_1 = 0.0; #Z component of the absolute velocity [m/s] set: real Wx_1 = 0.0; #X component of the absolute angular velocity [rad/s] set: real Wy_1 = 0.0; #Y component of the absolute angular velocity [rad/s] set: real Wz_1 = 0.0; #Z component of the absolute angular velocity [rad/s] #node: 2 set: real Px_2 = -0.015; #X component of the absolute position [m] set: real Py_2 = 0.092; #Y component of the absolute position [m] set: real Pz_2 = 0.008; #Z component of the absolute position [m] set: real Vx_2 = 0.0; #X component of the absolute velocity [m/s] set: real Vy_2 = 0.0; #Y component of the absolute velocity [m/s] set: real Vz_2 = 0.0; #Z component of the absolute velocity [m/s] set: real Wx_2 = 0.0; #X component of the absolute angular velocity [rad/s] set: real Wy_2 = 0.0; #Y component of the absolute angular velocity [rad/s] set: real Wz_2 = 0.0; #Z component of the absolute angular velocity [rad/s] #node: 3 set: real Px_3 = 0.088; #X component of the absolute position [m] set: real Py_3 = -0.055; #Y component of the absolute position [m] set: real Pz_3 = 0.05; #Z component of the absolute position [m] set: real Vx_3 = 0.0; #X component of the absolute velocity [m/s] set: real Vy_3 = 0.0; #Y component of the absolute velocity [m/s] set: real Vz_3 = 0.0; #Z component of the absolute velocity [m/s] set: real Wx_3 = 0.0; #X component of the absolute angular velocity [rad/s] set: real Wy_3 = 0.0; #Y component of the absolute angular velocity [rad/s] set: real Wz_3 = 0.0; #Z component of the absolute angular velocity [rad/s] #node: 4 set: real Px_4 = 0.3200000010688326; #X component of the absolute position [m] set: real Py_4 = 1.4796688528733327e-10; #Y component of the absolute position [m] set: real Pz_4 = 0.04999999225971574; #Z component of the absolute position [m] set: real Vx_4 = 0.0; #X component of the absolute velocity [m/s] set: real Vy_4 = 0.0; #Y component of the absolute velocity [m/s] set: real Vz_4 = 0.0; #Z component of the absolute velocity [m/s] set: real Wx_4 = 0.0; #X component of the absolute angular velocity [rad/s] set: real Wy_4 = 0.0; #Y component of the absolute angular velocity [rad/s] set: real Wz_4 = 0.0; #Z component of the absolute angular velocity [rad/s] #----------------------------------------------------------------------------- # [Intermediate Variables] #Moments of inertia and relative center of mass #body 2: set: real Ixx_2 = 0.0012769356301204219; #moment of inertia [kg*m^2] set: real Ixy_2 = 4.67e-20; #moment of inertia [kg*m^2] set: real Ixz_2 = -0.0009495625871945231; #moment of inertia [kg*m^2] set: real Iyx_2 = 4.67e-20; #moment of inertia [kg*m^2] set: real Iyy_2 = 0.0028717510150978666; #moment of inertia [kg*m^2] set: real Iyz_2 = 4.4900000000000004e-20; #moment of inertia [kg*m^2] set: real Izx_2 = -0.0009495625871945231; #moment of inertia [kg*m^2] set: real Izy_2 = 4.4900000000000004e-20; #moment of inertia [kg*m^2] set: real Izz_2 = 0.002296471669735477; #moment of inertia [kg*m^2] set: real Rx_2 = -0.03260146715730948; #X component of the relative center of mass [m] set: real Ry_2 = 0.0; #Y component of the relative center of mass [m] set: real Rz_2 = -0.028286762255221056; #Z component of the relative center of mass [m] #body 3: set: real Ixx_3 = 0.0019563103180210077; #moment of inertia [kg*m^2] set: real Ixy_3 = -7.580852e-16; #moment of inertia [kg*m^2] set: real Ixz_3 = 5.386829000000001e-16; #moment of inertia [kg*m^2] set: real Iyx_3 = -7.580852e-16; #moment of inertia [kg*m^2] set: real Iyy_3 = 0.03371514809951082; #moment of inertia [kg*m^2] set: real Iyz_3 = -4.95494e-17; #moment of inertia [kg*m^2] set: real Izx_3 = 5.386829000000001e-16; #moment of inertia [kg*m^2] set: real Izy_3 = -4.95494e-17; #moment of inertia [kg*m^2] set: real Izz_3 = 0.03383792198797204; #moment of inertia [kg*m^2] set: real Rx_3 = 7.87281351222191e-15; #X component of the relative center of mass [m] set: real Ry_3 = 1.0302869668521452e-15; #Y component of the relative center of mass [m] set: real Rz_3 = -0.024999999999998045; #Z component of the relative center of mass [m] #body 4: set: real Ixx_4 = 0.07706742098795094; #moment of inertia [kg*m^2] set: real Ixy_4 = 8.01291908309e-10; #moment of inertia [kg*m^2] set: real Ixz_4 = -1.2135214817691901e-08; #moment of inertia [kg*m^2] set: real Iyx_4 = 8.01291908309e-10; #moment of inertia [kg*m^2] set: real Iyy_4 = 0.06635181579849883; #moment of inertia [kg*m^2] set: real Iyz_4 = -3.32678908792e-11; #moment of inertia [kg*m^2] set: real Izx_4 = -1.2135214817691901e-08; #moment of inertia [kg*m^2] set: real Izy_4 = -3.32678908792e-11; #moment of inertia [kg*m^2] set: real Izz_4 = 0.06179235045624136; #moment of inertia [kg*m^2] set: real Rx_4 = 0.045580834634119355; #X component of the relative center of mass [m] set: real Ry_4 = 2.0299354041266675e-10; #Y component of the relative center of mass [m] set: real Rz_4 = -1.2562251448855477e-08; #Z component of the relative center of mass [m] #----------------------------------------------------------------------------- # [Nodes Block] begin: nodes; structural: structural_node_1, static, Px_1, Py_1, Pz_1, # [m] 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # Vx_1, Vy_1, Vz_1, # [m/s] Wx_1, Wy_1, Wz_1; # [rad/s] structural: structural_node_2, dynamic, Px_2, Py_2, Pz_2, # [m] 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # Vx_2, Vy_2, Vz_2, # [m/s] Wx_2, Wy_2, Wz_2; # [rad/s] structural: structural_node_3, dynamic, Px_3, Py_3, Pz_3, # [m] 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # Vx_3, Vy_3, Vz_3, # [m/s] Wx_3, Wy_3, Wz_3; # [rad/s] structural: structural_node_4, dynamic, Px_4, Py_4, Pz_4, # [m] 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # Vx_4, Vy_4, Vz_4, # [m/s] Wx_4, Wy_4, Wz_4; # [rad/s] end: nodes; #----------------------------------------------------------------------------- # [Elements Block] begin: elements; #----------------------------------------------------------------------------- # [Bodies] #IMPORTANT NOTE: FreeCAD provides the inertia matrix in the global reference frame, #while by default, MBDyn assumes it to be in the reference frame of the node, #thus, the matrix of inertia must be rotated, using the inverse of the placement #matrix of the node. This is done using the inertial keyword and the following #orientation matrix. body: body_2, structural_node_2, # mass_2, # [kg] Rx_2, Ry_2, Rz_2, # [m] Ixx_2, Ixy_2, Ixz_2, # [kg*m^2] Iyx_2, Iyy_2, Iyz_2, Izx_2, Izy_2, Izz_2, orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0; body: body_3, structural_node_3, # mass_3, # [kg] Rx_3, Ry_3, Rz_3, # [m] Ixx_3, Ixy_3, Ixz_3, # [kg*m^2] Iyx_3, Iyy_3, Iyz_3, Izx_3, Izy_3, Izz_3, orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0; body: body_4, structural_node_4, # mass_4, # [kg] Rx_4, Ry_4, Rz_4, # [m] Ixx_4, Ixy_4, Ixz_4, # [kg*m^2] Iyx_4, Iyy_4, Iyz_4, Izx_4, Izy_4, Izz_4, orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0; #----------------------------------------------------------------------------- # [Joints] joint: joint_1, clamp, structural_node_1, # -0.121, -8.796847998598882e-19, -0.08, # [m] 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0; # joint: joint_2, spherical hinge, structural_node_1, # 0.0, 0.0, 0.0, # [m] structural_node_2, # -0.07, 0.0, -0.055; # [m] joint: joint_3, revolute hinge, structural_node_2, # 0.0, 0.0, 0.0, # [m] orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # structural_node_3, # -0.14, 0.0, -0.024999999999999998, # [m] orientation, 3, 0.0, 0.0, 1.0, 2, guess; # joint: joint_4, drive hinge, structural_node_1, # orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # structural_node_2, # orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # single, 0., 0., 1., # string, "0"; # [rad] joint: joint_5, in line, structural_node_4, # 0.0, 0.0, 0.0, # [m] 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, # structural_node_3, # offset, 0.14, 0.0, -0.024999999999999998; # [m] joint: joint_6, prismatic, structural_node_1, # orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #relative_orientation_matrix_1> structural_node_4, # orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0; #relative_orientation_matrix_2> joint: joint_7, in line, structural_node_1, # 0.0, 8.796847998604521e-19, 0.08, # [m] 3, 1.0, -2.220446049250313e-16, 2.220446049250313e-16, 2, -2.220446049250313e-16, 0.0, 1.0, # structural_node_4, # offset, 0.0, 0.0, 0.0; # [m] end: elements;