# coin.mbd
#-----------------------------------------------------------------------------
# [Data Block]
begin: data;
problem: initial value;
end: data;
#-----------------------------------------------------------------------------
# [<Problem> Block]
begin: initial value;
initial time: 0.;
final time: 1.;
time step: 1.e-4;
max iterations: 500;
tolerance: 1.e-7;
end: initial value;
#-----------------------------------------------------------------------------
# [Control Data Block]
begin: control data;
output frequency: 10;
structural nodes: 4;
abstract nodes: 12;
rigid bodies: 1;
joints: 1;
forces: 16;
genels: 12;
gravity;
end: control data;
#-----------------------------------------------------------------------------
# Design Variables
set: real m = 5.0e-3; #[kg] Mass of the coin
set: real d = 1.5e-3; #[m] Thickness of the coin
set: real R = 6.8e-3; #[m] Radius of the coin
set: real X0 = 0.; #[m] Initial X position
set: real Y0 = 0.; #[m] Initial Y position
set: real Z0 = 5.e-2; #[m] Initial Z position
set: real E1 = 45.*deg2rad; #[rad] Initial Euler angle 1
set: real E2 = 0.; #[rad] Initial Euler angle 2
set: real E3 = 0.; #[rad] Initial Euler angle 3
set: real VX0 = 0.; #[m/s] Initial X velocity
set: real VY0 = 0.; #[m/s] Initial Y velocity
set: real VZ0 = 0.; #[m/s] Initial Z velocity
set: real wx0 = 0.; #[rad/s] Initial angular velocity about x axis of the coin
set: real wy0 = 5.; #[rad/s] Initial angular velocity about y axis of the coin
set: real wz0 = 0.; #[rad/s] Initial angular velocity about z axis of the coin
set: real Kc = 100000.; #[N/m] Contact stiffness
set: real Ec = 1.2; #[-] Contact stiffness exponent
set: real Cc = 10.; #[Ns/m] Contact damping
set: real Dc = 0.0005; #[m] Contact damping activation depth
set: real mu = 0.1; #[-] Friction coefficient
set: real Vt = 0.05; #[m/s] Friction threshold velocity
set: real eps = 1e-6;
#-----------------------------------------------------------------------------
# Intermediate Variables
set: real Ixx = 1./12.*m*(3*R^2+d^2);
set: real Iyy = 1./12.*m*(3*R^2+d^2);
set: real Izz = m*R^2/2.;
#-----------------------------------------------------------------------------
# Reference Labels
set: integer Ref_Coin = 1;
set: integer Ref_Top = 2;
set: integer Ref_Bottom = 3;
# Structural Node Labels
set: integer NoSta_Ground = 1;
set: integer NoDyn_Coin = 2;
set: integer NoDum_Top = 3;
set: integer NoDum_Bottom = 4;
# Abstract Node Labels
set: integer NoAbs_X_Normal = 1;
set: integer NoAbs_Y_Normal = 2;
set: integer NoAbs_Z_Normal = 3;
set: integer NoAbs_X_Contact = 4;
set: integer NoAbs_Y_Contact = 5;
set: integer NoAbs_Z_Contact = 6;
set: integer NoAbs_FN_Top = 7;
set: integer NoAbs_FX_Top = 8;
set: integer NoAbs_FY_Top = 9;
set: integer NoAbs_FN_Bottom = 10;
set: integer NoAbs_FX_Bottom = 11;
set: integer NoAbs_FY_Bottom = 12;
# Body Labels
set: integer Body_Coin = 1;
# Joint Labels
set: integer JoClamp_Ground = 1;
# Force Labels
set: integer FoStr_NormalFN_Top = 1;
set: integer CoStr_NormalTX_Top = 2;
set: integer CoStr_NormalTY_Top = 3;
set: integer FoStr_FrictionFX_Top = 4;
set: integer FoStr_FrictionFY_Top = 5;
set: integer CoStr_FrictionTX_Top = 6;
set: integer CoStr_FrictionTY_Top = 7;
set: integer CoStr_FrictionTZ_Top = 8;
set: integer FoStr_NormalFN_Bottom = 9;
set: integer CoStr_NormalTX_Bottom = 10;
set: integer CoStr_NormalTY_Bottom = 11;
set: integer FoStr_FrictionFX_Bottom = 12;
set: integer FoStr_FrictionFY_Bottom = 13;
set: integer CoStr_FrictionTX_Bottom = 14;
set: integer CoStr_FrictionTY_Bottom = 15;
set: integer CoStr_FrictionTZ_Bottom = 16;
# Genel Labels
set: integer GeClamp_X_Normal = 1;
set: integer GeClamp_Y_Normal = 2;
set: integer GeClamp_Z_Normal = 3;
set: integer GeClamp_X_Contact = 4;
set: integer GeClamp_Y_Contact = 5;
set: integer GeClamp_Z_Contact = 6;
set: integer GeClamp_FN_Top = 7;
set: integer GeClamp_FX_Top = 8;
set: integer GeClamp_FY_Top = 9;
set: integer GeClamp_FN_Bottom = 10;
set: integer GeClamp_FX_Bottom = 11;
set: integer GeClamp_FY_Bottom = 12;
#-----------------------------------------------------------------------------
# Scalar Functions
scalar function: "cubstep",
cubicspline, do not extrapolate,
-0.03, 0.00,
-0.02, 0.00,
-0.01, 0.00,
0.00, 0.00,
1.00, 1.00,
1.01, 1.00,
1.02, 1.00,
1.03, 1.00;
scalar function: "cubsign",
cubicspline, do not extrapolate,
-1.03, -1.00,
-1.02, -1.00,
-1.01, -1.00,
-1.00, -1.00,
1.00, 1.00,
1.01, 1.00,
1.02, 1.00,
1.03, 1.00;
#-----------------------------------------------------------------------------
# References
reference: Ref_Coin,
X0, Y0, Z0, # absolute position
euler, E1, E2, E3, # absolute orientation
VX0, VY0, VZ0, # absolute velocity
null; # absolute angular velocity
reference: Ref_Top,
reference, Ref_Coin, 0., 0., d/2., # absolute position
reference, Ref_Coin, eye, # absolute orientation
reference, Ref_Coin, null, # absolute velocity
reference, Ref_Coin, null; # absolute angular velocity
reference: Ref_Bottom,
reference, Ref_Coin, 0., 0., -d/2., # absolute position
reference, Ref_Coin, eye, # absolute orientation
reference, Ref_Coin, null, # absolute velocity
reference, Ref_Coin, null; # absolute angular velocity
#-----------------------------------------------------------------------------
# [Nodes Block]
begin: nodes;
#-----------------------------------------------------------------------------
# Structural Nodes
structural: NoSta_Ground, static,
null, # absolute position
eye, # absolute orientation
null, # absolute velocity
null; # absolute angular velocity
structural: NoDyn_Coin, dynamic,
reference, Ref_Coin, null, # absolute position
reference, Ref_Coin, eye, # absolute orientation
reference, Ref_Coin, null, # absolute velocity
reference, Ref_Coin, wx0, wy0, wz0, # absolute angular velocity
accelerations, yes;
structural: NoDum_Top, dummy, NoDyn_Coin,
offset,
reference, Ref_Top, null, # relative offset
reference, Ref_Top, eye; # relative orientation
structural: NoDum_Bottom, dummy, NoDyn_Coin,
offset,
reference, Ref_Bottom, null, # relative offset
reference, Ref_Bottom, eye; # relative orientation
#-----------------------------------------------------------------------------
# Intermediate Variables
set: real DX0_Top = model::xposition(NoDum_Top);
set: real DY0_Top = model::yposition(NoDum_Top);
set: real DZ0_Top = model::zposition(NoDum_Top);
set: real DX0_Bottom = model::xposition(NoDum_Bottom);
set: real DY0_Bottom = model::yposition(NoDum_Bottom);
set: real DZ0_Bottom = model::zposition(NoDum_Bottom);
set: real X0_Normal = (DX0_Top-DX0_Bottom)/d;
set: real Y0_Normal = (DY0_Top-DY0_Bottom)/d;
set: real Z0_Normal = (DZ0_Top-DZ0_Bottom)/d;
set: real X0_Contact = R*X0_Normal*Z0_Normal
/sqrt(max(eps,X0_Normal^2+Y0_Normal^2));
set: real Y0_Contact = R*Y0_Normal*Z0_Normal
/sqrt(max(eps,X0_Normal^2+Y0_Normal^2));
set: real Z0_Contact = -R*sqrt(X0_Normal^2+Y0_Normal^2);
#-----------------------------------------------------------------------------
# Abstract Nodes
abstract: NoAbs_X_Normal, algebraic,
value, X0_Normal;
abstract: NoAbs_Y_Normal, algebraic,
value, Y0_Normal;
abstract: NoAbs_Z_Normal, algebraic,
value, Z0_Normal;
abstract: NoAbs_X_Contact, algebraic,
value, X0_Contact;
abstract: NoAbs_Y_Contact, algebraic,
value, Y0_Contact;
abstract: NoAbs_Z_Contact, algebraic,
value, Z0_Contact;
abstract: NoAbs_FN_Top, algebraic;
abstract: NoAbs_FX_Top, algebraic;
abstract: NoAbs_FY_Top, algebraic;
abstract: NoAbs_FN_Bottom, algebraic;
abstract: NoAbs_FX_Bottom, algebraic;
abstract: NoAbs_FY_Bottom, algebraic;
end: nodes;
#-----------------------------------------------------------------------------
# Plugin Variables
set: [node, DX_Top, NoDum_Top, structural, string="X[1]"];
set: [node, DY_Top, NoDum_Top, structural, string="X[2]"];
set: [node, DZ_Top, NoDum_Top, structural, string="X[3]"];
set: [node, VX_Top, NoDum_Top, structural, string="XP[1]"];
set: [node, VY_Top, NoDum_Top, structural, string="XP[2]"];
set: [node, VZ_Top, NoDum_Top, structural, string="XP[3]"];
set: [node, DX_Bottom, NoDum_Bottom, structural, string="X[1]"];
set: [node, DY_Bottom, NoDum_Bottom, structural, string="X[2]"];
set: [node, DZ_Bottom, NoDum_Bottom, structural, string="X[3]"];
set: [node, VX_Bottom, NoDum_Bottom, structural, string="XP[1]"];
set: [node, VY_Bottom, NoDum_Bottom, structural, string="XP[2]"];
set: [node, VZ_Bottom, NoDum_Bottom, structural, string="XP[3]"];
set: [node, WX, NoDyn_Coin, structural, string="Omega[1]"];
set: [node, WY, NoDyn_Coin, structural, string="Omega[2]"];
set: [node, WZ, NoDyn_Coin, structural, string="Omega[3]"];
set: [dof, X_Normal, NoAbs_X_Normal, abstract, algebraic];
set: [dof, Y_Normal, NoAbs_Y_Normal, abstract, algebraic];
set: [dof, Z_Normal, NoAbs_Z_Normal, abstract, algebraic];
set: [dof, X_Contact, NoAbs_X_Contact, abstract, algebraic];
set: [dof, Y_Contact, NoAbs_Y_Contact, abstract, algebraic];
set: [dof, Z_Contact, NoAbs_Z_Contact, abstract, algebraic];
set: [dof, FN_Top, NoAbs_FN_Top, abstract, algebraic];
set: [dof, FX_Top, NoAbs_FX_Top, abstract, algebraic];
set: [dof, FY_Top, NoAbs_FY_Top, abstract, algebraic];
set: [dof, FN_Bottom, NoAbs_FN_Bottom, abstract, algebraic];
set: [dof, FX_Bottom, NoAbs_FX_Bottom, abstract, algebraic];
set: [dof, FY_Bottom, NoAbs_FY_Bottom, abstract, algebraic];
#-----------------------------------------------------------------------------
# [Elements Block]
begin: elements;
#-----------------------------------------------------------------------------
# Bodies
body: Body_Coin, NoDyn_Coin,
m, # mass
null, # relative center of mass
diag, Ixx, Iyy, Izz; # inertia matrix
#-----------------------------------------------------------------------------
# Genels
genel: GeClamp_X_Normal,
clamp,
NoAbs_X_Normal, abstract,
string, "(DX_Top-DX_Bottom)/d";
genel: GeClamp_Y_Normal,
clamp,
NoAbs_Y_Normal, abstract,
string, "(DY_Top-DY_Bottom)/d";
genel: GeClamp_Z_Normal,
clamp,
NoAbs_Z_Normal, abstract,
string, "(DZ_Top-DZ_Bottom)/d";
genel: GeClamp_X_Contact,
clamp,
NoAbs_X_Contact, abstract,
string, "R*X_Normal*Z_Normal\
/sqrt(max(eps,X_Normal^2+Y_Normal^2))";
genel: GeClamp_Y_Contact,
clamp,
NoAbs_Y_Contact, abstract,
string, "R*Y_Normal*Z_Normal\
/sqrt(max(eps,X_Normal^2+Y_Normal^2))";
genel: GeClamp_Z_Contact,
clamp,
NoAbs_Z_Contact, abstract,
string, "-R*sqrt(X_Normal^2+Y_Normal^2)";
genel: GeClamp_FN_Top,
clamp,
NoAbs_FN_Top, abstract,
string, "max(0.,Kc*sign(-Z_Contact-DZ_Top)*abs(-Z_Contact-DZ_Top)^Ec\
+Cc*(0-(VZ_Top+WX*Y_Contact-WY*X_Contact))\
*model::sf::cubstep((-Z_Contact-DZ_Top)/Dc))";
genel: GeClamp_FX_Top,
clamp,
NoAbs_FX_Top, abstract,
string, "-model::sf::cubsign((VX_Top+WY*Z_Contact-WZ*Y_Contact)/Vt)*mu*FN_Top";
genel: GeClamp_FY_Top,
clamp,
NoAbs_FY_Top, abstract,
string, "-model::sf::cubsign((VY_Top+WZ*X_Contact-WX*Z_Contact)/Vt)*mu*FN_Top";
genel: GeClamp_FN_Bottom,
clamp,
NoAbs_FN_Bottom, abstract,
string, "max(0.,Kc*sign(-Z_Contact-DZ_Bottom)*abs(-Z_Contact-DZ_Bottom)^Ec\
+Cc*(0-(VZ_Bottom+WX*Y_Contact-WY*X_Contact))\
*model::sf::cubstep((-Z_Contact-DZ_Bottom)/Dc))";
genel: GeClamp_FX_Bottom,
clamp,
NoAbs_FX_Bottom, abstract,
string, "-model::sf::cubsign((VX_Bottom+WY*Z_Contact-WZ*Y_Contact)/Vt)*mu*FN_Bottom";
genel: GeClamp_FY_Bottom,
clamp,
NoAbs_FY_Bottom, abstract,
string, "-model::sf::cubsign((VY_Bottom+WZ*X_Contact-WX*Z_Contact)/Vt)*mu*FN_Bottom";
#-----------------------------------------------------------------------------
# Joints
joint: JoClamp_Ground,
clamp,
NoSta_Ground,
position, node,
orientation, node;
#-----------------------------------------------------------------------------
# Forces
force: FoStr_NormalFN_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 0., 0., 1., string, "FN_Top"; # force value
couple: CoStr_NormalTX_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 1., 0., 0., string, "Y_Contact*FN_Top"; # couple value
couple: CoStr_NormalTY_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 0., 1., 0., string, "-X_Contact*FN_Top"; # couple value
force: FoStr_FrictionFX_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 1., 0., 0., string, "FX_Top"; # force value
force: FoStr_FrictionFY_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 0., 1., 0., string, "FY_Top"; # force value
couple: CoStr_FrictionTX_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 1., 0., 0., string, "-Z_Contact*FY_Top"; # couple value
couple: CoStr_FrictionTY_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 0., 1., 0., string, "Z_Contact*FX_Top"; # couple value
couple: CoStr_FrictionTZ_Top,
absolute,
NoDyn_Coin,
position, reference, Ref_Top, null, # relative arm
single, 0., 0., 1., string, "-Y_Contact*FX_Top + X_Contact*FY_Top"; # couple value
force: FoStr_NormalFN_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 0., 0., 1., string, "FN_Bottom"; # force value
couple: CoStr_NormalTX_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 1., 0., 0., string, "Y_Contact*FN_Bottom"; # couple value
couple: CoStr_NormalTY_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 0., 1., 0., string, "-X_Contact*FN_Bottom"; # couple value
force: FoStr_FrictionFX_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 1., 0., 0., string, "FX_Bottom"; # force value
force: FoStr_FrictionFY_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 0., 1., 0., string, "FY_Bottom"; # force value
couple: CoStr_FrictionTX_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 1., 0., 0., string, "-Z_Contact*FY_Bottom"; # couple value
couple: CoStr_FrictionTY_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 0., 1., 0., string, "Z_Contact*FX_Bottom"; # couple value
couple: CoStr_FrictionTZ_Bottom,
absolute,
NoDyn_Coin,
position, reference, Ref_Bottom, null, # relative arm
single, 0., 0., 1., string, "-Y_Contact*FX_Bottom + X_Contact*FY_Bottom"; # couple value
#-----------------------------------------------------------------------------
# Gravity
gravity: 0., 0., -1., const, 9.81;
end: elements;