Motions of a Rigid Body
In simulations, the surfaces of a solid object are usually wall boundaries in a flow domain. When a solid object or surface is subjected to dynamic and mechanical forces, and thermal effect, the imbalance of the net forces can cause the body to move and deform. A solid object is often considered as a rigid body in flow simulations. Therefore, for a solid object subjected to force imbalances, you assume that it can move linearly (translation), angularly (rotation), or both linearly and angularly, without deformation. For a CFA computational domain, however, the boundary movement can lead to the domain change and consequently, the volume mesh may deform, as described in the
Flow module.
For a rigid body, the equations governing its motions are derived directly from the conservation of linear and angular momentum:
• Linear Momentum (Translation)
Equation 2.426
• Angular Momentum (Rotation)
Equation 2.427
In
equation 2.426,
is the mass of the moving object;
⃗ is the linear/transitional velocity; and
⃗ is the total/net forces exerted on the body under translation. In
equation 2.427,
is the moment of inertia;
⃗ is the angular velocity; and
⃗ is the total/net torque acted on the rotating body.
Equation 2.426 and equation 2.427 govern the general motions of a solid body, which have six degrees of freedom (6-DOF) with three degrees each for translation (3-DOF) and rotation (3-DOF), respectively. Creo Flow Analysis considers only 1-DOF translation and rotation, which are explained in this section.
One-DOF Translation
With the assumption that a solid body moves linearly in an arbitrarily specified direction (remain unchanged), defined by a unit vector
, the translational motion of the body is reduced to be one degree of freedom (1-DOF). As a result, for the linear momentum conservation,
equation 2.426 becomes a scalar equation along the moving direction since the moving velocity and force are expressed in terms of
:
Equation 2.428
Equation 2.429
Equation 2.430
where
is the magnitude of the position vector
at a point of interest on the solid body along the moving direction
. In a Cartesian coordinate system, you have
Equation 2.431
If mass of the solid body remains a constant, and you expand the force term to explicitly include all the forces applied on the body, you have the scalar linear momentum equation as:
Equation 2.432
The forces on the right side indicate the following:
• Hydrodynamic Force
—Consists of pressure and shear forces. They are caused by the relative motion between the fluid flow and the surfaces of the solid body which are in contact with the flow. The pressure and shear forces are obtained from the flow solutions (output quantities):
Equation 2.433
• Damping force
—A retarding force caused by the frictional damping effect. It is determined by the motion of the solid object and the user-defined damping coefficient
:
Equation 2.434
• Spring Force
—Depends on the displacement of the string
, spring constant
, and the spring preload force
:
Equation 2.435
where the spring displacement
is defined as:
Equation 2.436
where
is the magnitude of the position vector
at previous location
.
• Friction Force—Contact friction model is adopted to account for the effect of friction in a dynamic system. The friction force
is modeled as:
Equation 2.437
where
is the normal component of the contact force exerted on the solid surface of interest. For friction coefficient
, the static friction coefficient
, and the sliding friction coefficient
, are further introduced for the stationary and moving bodies, respectively:
Equation 2.438
• Additional Force
—Added for additional user-specified forces.
One-DOF Rotation
When an arbitrary rotating axis is defined by a point (center of the axis)
, and the directional unit vector
, the solid body rotation around the axis
is also reduced to 1-DOF rotation. Similarly, for the angular momentum conservation,
equation 2.427 also becomes a scalar equation along the tangential direction
, defined as:
Equation 2.439
where
is the vector pointing from the center of the axis to an arbitrary point
on the solid body:
Equation 2.440
The angular velocity and torque at the point
are rephrased as:
Equation 2.441
Equation 2.442
Equation 2.443
where,
is the angle of rotation of the point
relative to the starting or reference location.
If the moment of inertia remains a constant, and expanding the torque term to explicitly include all the torques applied on the rotating body, you have the scalar angular momentum equation as:
Equation 2.444
The torque terms on the right side are defined as follows:
• Hydrodynamic Torque
—Combination of torque due to pressure and shear forces:
Equation 2.445
• Damping Torque
—Depends on the rotational speed
and the user-defined damping coefficient,
:
Equation 2.446
• Spring Torque
—Torque induced by torsion that depends on the displacement angle
, the user-defined preload torque
, and the torsion constant
.
Equation 2.447
where
is the reference angle. It is typically the position of the boundary or volume during the model set-up but can correspond to a different location. For example, at zero angular displacement, the reference angle
is not the same as the initial angular position.
• Friction Torque—Torque caused by the frictional force that occurs when two objects in contact move. In experiments, it is determined by the difference between the applied torque and observed or net torque. It depends on the friction coefficient
and the contact torque due to the normal force
applied on the contact surface:
Equation 2.448
where
is a user-defined parameter, defined in
equation 2.438.
• Additional Torques
—Added for additional user-specified torques.
Bounce Model
In many situations, a solid body only translate, rotates, or both translates and rotates, in a limited space (limited distance or angle), namely, it has a maximum, minimum, or both a maximum and a minimum position. For example, as shown in the following
figure, when a simple gravity pendulum is released from the original position with the angle
, the restoring force acting on the its mass causes it to oscillate about the equilibrium position. The maximum angle on either side of the equilibrium position
depends on its releasing position
. If there is no friction (frictionless pivot and in vacuum), the maximum angle remains unchanged and the pendulum swings back and forth permanently with the same extreme positions. However, when a pendulum is in the atmosphere, for example, the air resistance (damping) causes the maximum swinging angle to reduce with time and eventually stop at the equilibrium position.
figure
1. Frictionless Pivot
2. Massless Rod
3. Massive Bob
4. Equilibrium Position
5. Bob’s Trajectory
6. Amplitude
Furthermore, in a swinging cycle (period), when the pendulum reaches the highest position
, it changes direction with the total loss of its kinetic energy. In the simple gravity pendulum, the kinetic energy is completely transferred into potential energy, while when you consider resistance of the medium, a part of the kinetic energy is lost to overcome the viscous damping. However, the net force or the potential energy drives the pendulum to start moving in the opposition direction towards the equilibrium position, where the kinetic energy (speed) is the maximum while the potential is the lowest. In this case,
indicates a no bounce condition for the 1-DOF angular momentum
equation 2.444.
In addition to the no-bounce condition, a moving body at the limiting position may not lose any kinetic energy at all and bounce back (perfect bounce), or only lose a part of its kinetic energy (partial bounce). Therefore, the following three bounce conditions are applied when the 1-DOF dynamics equations of translation and rotation, equation 2.432, and equation 2.444, are solved to determine the motions of a solid body or a wall boundary for the flow domain:
• No Bounce—Default model in
Creo Flow Analysis. This determines that when a solid body or boundary reaches the limit of its motion, it changes direction with the total loss of its kinetic energy. With
and
representing bounce and incidence, and
and
translational and rotating speed (magnitude only), this bounce model is expressed as follows:
◦ Translation
Equation 2.449
◦ Rotation
Equation 2.450
• Partial Bounce—Model that dictates that when a solid body or boundary reaches the limit of its motion, it changes direction with the partial loss of its kinetic energy, determined by a user-specified factor,
:
◦ Translation
Equation 2.451
◦ Rotation
Equation 2.452
• Perfect Bounce—Model that dictates that when a solid body or boundary reaches the limit of its motion, it changes direction with zero loss of its kinetic energy,
:
◦ Translation
Equation 2.453
◦ Rotation
Equation 2.454