Math 2.0

Mechanics of deformable solids Definition

Work hardening

Builds on PlasticityYield surface

Definition

Consider a plasticity model at a material point with yield function f(σ,κ)f(\sigma, \kappa). Here σ\sigma is the stress and κ≥0\kappa \ge 0 is a hardening variable that measures accumulated plastic strain. A common choice is κ(t)=∫0t23ε˙p:ε˙p ds\kappa(t) = \int_0^t \sqrt{\tfrac23 \dot\varepsilon^p : \dot\varepsilon^p} \, ds. In isotropic hardening, f(σ,κ)=σˉ(σ)−σy(κ)f(\sigma, \kappa) = \bar\sigma(\sigma) - \sigma_y(\kappa), where σˉ\bar\sigma is an equivalent stress and σy\sigma_y is the current yield stress. The material shows work hardening if σy\sigma_y is increasing in κ\kappa, so that the elastic domain {σ:f(σ,κ)<0}\set{\sigma : f(\sigma, \kappa) < 0} grows as plastic deformation accumulates. More generally, it shows work hardening if continued plastic flow requires an increasing stress. That is, the plastic modulus HH in dσˉ=H dκd\bar\sigma = H \, d\kappa during plastic loading is positive.

Remarks

Example: linear isotropic hardening, σy(κ)=σ0+Hκ\sigma_y(\kappa) = \sigma_0 + H\kappa with H>0H > 0; after plastic straining to κ1\kappa_1, the yield surface has grown, and reloading stays elastic up to σ0+Hκ1\sigma_0 + H\kappa_1. Non-example: a perfectly plastic material, σy(κ)=σ0\sigma_y(\kappa) = \sigma_0, has H=0H = 0, so its yield surface never changes. In kinematic hardening the yield surface translates instead of growing: f(σ,α)=σˉ(σ−α)f(\sigma, \alpha) = \bar\sigma(\sigma - \alpha) with a back stress α\alpha that evolves with plastic strain; this models the Bauschinger effect. When H<0H < 0 the material softens.

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  1. Plasticity concept
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Further reading

  1. Web https://en.wikipedia.org/wiki/Work_hardening
About this page
TagP76SNP0M58
URIm2://P76SNP0M58
Kinddefinition
WritingW0 stub
MSC74C05, 74C15
DefinesWork hardening
UsesPlasticity, Yield surface
Changed3 November 2026

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