*SUBSTRUCTURE DAMPING

Specify mass proportional and stiffness proportional damping for a substructure.

This option is used to specify substructure damping factors proportional to the substructure mass and stiffness matrices at the substructure usage stage. The mass and stiffness proportional damping factors can be used in combination with the generated substructure viscous and structural damping matrices and substructure modal damping to form the substructure element damping matrix at the substructure usage stage.

The SUBSTRUCTURE DAMPING option can be used only in conjunction with the SUBSTRUCTURE PROPERTY option. This option is supported in procedures where nondiagonal damping is allowed in the model domain, such as general analysis procedures, linear dynamic procedures, and the direct steady-state dynamics procedure.

This page discusses:

See Also
In Other Guides
Using Substructures
Generating Substructures

ProductsAbaqus/StandardAbaqus/AMS

TypeModel data

LevelPartPart instanceModel

Optional parameters

ALPHA

Set this parameter equal to the αR coefficient to create Rayleigh mass proportional damping. The default is ALPHA=0. (Units of T−1.)

BETA

Set this parameter equal to the βR coefficient to create Rayleigh stiffness proportional damping. The default is BETA=0. (Units of T.)

STRUCTURAL

Set this parameter equal to the γ coefficient to create imaginary stiffness proportional damping. The default is STRUCTURAL=0.

There are no data lines associated with this option.