Nonlinear Hardening 1
In this nonlinear hardening law, the yield stress is given by
[math]\displaystyle{ \sigma_y = \sigma_{Y0}(1+K\alpha)^n }[/math]
where [math]\displaystyle{ \sigma_{Y0} }[/math] is initial yield stress, α is cumulative equivalent plastic strain, and K and n are dimensionless hardening law coefficients. If K < 0, the law is softening and hardening. The amount of softening can be limited by the yieldMin property.
An alternate nonlinear hardening law is also available.
Hardening Law Properties
The material parameters in this hardening law are defined with the following properties:
| Property | Description | ||
|---|---|---|---|
| yield | The initial yield stress (enter in pressure units). This stress corresponds to the axial stress at yield during uniaxial, 3D loading. | ||
| Khard | The dimensionless parameter K for nonlinear hardening. | ||
| nhard | The dimensionless exponent parameter (n) in the nonlinear hardening law. If n=1, it is more efficient to use linear hardening instead. | ||
| yieldMin | The minimum yield stress. This minimum only matters when using negative Khard or when modeling softening plasticity | pressure units | 0 |
History Data
This hardening law defines one history variable, which is stored as history variable #1. It stores the the cumulative equivalent plastic strain (absolute) defined as
[math]\displaystyle{ \alpha = \sum \sqrt{2\over3}\ ||d\varepsilon_p|| }[/math]
where dεp is the incremental plastic strain tensor in one time step.