/VISC/PLAS
Block Format Keyword This is an isotropic elasto-plastic damping option. Applied for solid elements only.
Format
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
|---|---|---|---|---|---|---|---|---|---|
| /VISC/PLAS/mat_ID/unit_ID | |||||||||
Definition
| Field | Contents | SI Unit Example |
|---|---|---|
| mat_ID | Material identifier which refers to
the viscosity card. (Integer, maximum 10 digits) |
|
| unit_ID | (Optional) Unit
identifier. (Integer, maximum 10 digits) |
|
| Elastic shear modulus for the
elasto-plastic damping. (Real) |
||
| Yield stress for elasto-plastic
damping. (Real) |
Comments
- Elasto-plastic damping is based on a spring and slider in series for
solid elements only.
Figure 1. 
- Elastic-plastic stress is added to stress tensors coming from the
material law. This stress is deviatoric and obtained using shear modulus
and yield stress
. The trial stress is computed incrementally
as:Where,
- Strain increment.
- Deviatoric stress.
This trial stress is scaled using radial projection when the effective von Mises stress is bigger than the yield stress ( ) as follows:
- It can be used to apply additional damping for rubbers and foams to avoid numerical instability.
- High elasto-plastic damping may artificially stiffen material.