Difference between revisions of "Nonlinear Hardening 1"

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<math>\sigma_y =  \sigma_{Y0}(1+K\alpha)^n</math>
<math>\sigma_y =  \sigma_{Y0}(1+K\alpha)^n</math>


where <math>\sigma_{Y0}</math> is initial yield stress, &alpha; is cumulative plastic strain, and K and n are dimensionless hardening law coefficients.
where <math>\sigma_{Y0}</math> is initial yield stress, &alpha; is cumulative equivalent plastic strain, and K and n are dimensionless hardening law coefficients.


An alternate [[Nonlinear Hardening 2|nonlinear hardening law]] is also available.
An alternate [[Nonlinear Hardening 2|nonlinear hardening law]] is also available.
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This [[Hardening Laws|hardening law]]  defines one history variable, which is stored as history variable #1. It stores the the cumulative equivalent plastic strain (absolute) defined as
This [[Hardening Laws|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>\alpha = \sqrt{2\over3}\ ||d\varepsilon_p||</math>
<math>\alpha = \Sum \sqrt{2\over3}\ ||d\varepsilon_p||</math>
 
where &quot;epsilon;<sub>p</sub> is the incremental plastic strain tensor in one time step.

Revision as of 10:20, 22 May 2013

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.

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 units of MPa). 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.

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 "epsilon;p is the incremental plastic strain tensor in one time step.