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solver/OndselSolver/MBDynCase.mbd
2023-10-17 07:57:02 -06:00

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######################################################################################################################
# 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: 8.0;
time step: 0.01;
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, #<absolute_position> [m]
3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<absolute_orientation_matrix>
Vx_1, Vy_1, Vz_1, #<absolute_velocity> [m/s]
Wx_1, Wy_1, Wz_1; #<absolute_angular_velocity> [rad/s]
structural: structural_node_2,
dynamic,
Px_2, Py_2, Pz_2, #<absolute_position> [m]
3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<absolute_orientation_matrix>
Vx_2, Vy_2, Vz_2, #<absolute_velocity> [m/s]
Wx_2, Wy_2, Wz_2; #<absolute_angular_velocity> [rad/s]
structural: structural_node_3,
dynamic,
Px_3, Py_3, Pz_3, #<absolute_position> [m]
3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<absolute_orientation_matrix>
Vx_3, Vy_3, Vz_3, #<absolute_velocity> [m/s]
Wx_3, Wy_3, Wz_3; #<absolute_angular_velocity> [rad/s]
structural: structural_node_4,
dynamic,
Px_4, Py_4, Pz_4, #<absolute_position> [m]
3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<absolute_orientation_matrix>
Vx_4, Vy_4, Vz_4, #<absolute_velocity> [m/s]
Wx_4, Wy_4, Wz_4; #<absolute_angular_velocity> [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, #<node_label>
mass_2, #<mass> [kg]
Rx_2, Ry_2, Rz_2, #<relative_center_of_mass> [m]
Ixx_2, Ixy_2, Ixz_2, #<inertia_matrix> [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, #<node_label>
mass_3, #<mass> [kg]
Rx_3, Ry_3, Rz_3, #<relative_center_of_mass> [m]
Ixx_3, Ixy_3, Ixz_3, #<inertia_matrix> [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, #<node_label>
mass_4, #<mass> [kg]
Rx_4, Ry_4, Rz_4, #<relative_center_of_mass> [m]
Ixx_4, Ixy_4, Ixz_4, #<inertia_matrix> [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, #<node_label>
-0.121, -8.796847998598882e-19, -0.08, #<absolute_pin_position> [m]
3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0; #<absolute_orientation_matrix>
joint: joint_2,
spherical hinge,
structural_node_1, #<node_1_label>
0.0, 0.0, 0.0, #<relative_pin_position_1> [m]
structural_node_2, #<node_2_label>
-0.07, 0.0, -0.055; #<relative_pin_position_2> [m]
joint: joint_3,
revolute hinge,
structural_node_2, #<node_1_label>
0.0, 0.0, 0.0, #<relative_position_1> [m]
orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<relative_pin_orientation_matrix_1>
structural_node_3, #<node_2_label>
-0.14, 0.0, -0.024999999999999998, #<relative_position_2> [m]
orientation, 3, 0.0, 0.0, 1.0, 2, guess; #<relative_pin_orientation_matrix_2>
joint: joint_4,
drive hinge,
structural_node_1, #<node_1_label>
orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<relative_orientation_matrix_1>
structural_node_2, #<node_2_label>
orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<relative_orientation_matrix_2>
single, 0., 0., 1., #<hinge_orientation>
string, "0"; #<hinge_orientation> [rad]
joint: joint_5,
in line,
structural_node_4, #<node_1_label>
0.0, 0.0, 0.0, #<relative_line_position> [m]
3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #<relative_orientation>
structural_node_3, #<node_2_label>
offset, 0.14, 0.0, -0.024999999999999998; #<relative_offset> [m]
joint: joint_6,
prismatic,
structural_node_1, #<node_1_label>
orientation, 3, 0.0, 0.0, 1.0, 2, 0.0, 1.0, 0.0, #relative_orientation_matrix_1>
structural_node_4, #<node_2_label>
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, #<node_1_label>
0.0, 8.796847998604521e-19, 0.08, #<relative_line_position> [m]
3, 1.0, -2.220446049250313e-16, 2.220446049250313e-16, 2, -2.220446049250313e-16, 0.0, 1.0, #<relative_orientation>
structural_node_4, #<node_2_label>
offset, 0.0, 0.0, 0.0; #<relative_offset> [m]
end: elements;