Rayleigh Damping Model Reference

The Rayleigh Damping model introduces physical damping of a structure. The damping is frequency dependent. Simcenter STAR-CCM+ provides two damping coefficients: one to damp low frequencies ( f M ), and one to damp high frequencies ( τ K ).

Where modal data is available, you can calculate the Rayleigh coefficients [132] based on the most significant modes of oscillation, using Eqn. (4586). This damping is an approximate fit to the asymptotic behavior at the high frequency prescribed by the stiffness proportional damping, and the asymptotic behavior at the low frequency prescribed by the mass proportional damping. So if you determine the damping at two different frequencies, you can calculate the damping coefficients. This fit is only an approximation of the real damping in the structure.

Theory See Rayleigh Damping.
Provided by [physics continuum] > Models > Optional Models
Example Node Path Continua > [Solid Continuum] > Models > Rayleigh Damping
Requires Physics models:
  • Implicit Unsteady
  • Solid Stress
Properties Key properties are: Mass Damping Coefficient and Stiffness Damping Coefficient. See Rayleigh Damping Model Properties.

Rayleigh Damping Model Properties

Mass Damping Coefficient
Specifies the low frequency damping coefficient fM in Eqn. (4586), which is often used to prescribe damping due to an external fluid.
Stiffness Damping Coefficient
Specifies the high frequency damping coefficient τ K in Eqn. (4586), which is often used to damp both shear and dilation waves.

For large deformations, adding the stiffness damping coefficient can destabilize the solution. For stability, you are advised to add the mass damping coefficient or use a Newmark parameter γ (as defined in Eqn. (4603)) greater than 0.5.

Note Setting both damping coefficients to zero is equivalent to running the simulation without the Rayleigh Damping model selected. The default values are rarely applicable. To damp high frequency transients that are introduced in dynamic problems, it is useful to apply a condition with no mass proportional damping, and a stiffness proportional damping equal to the time-step. This ensures quick damping of the transient modes with natural frequencies smaller than the time-step.