Math 2.0

Mechanics of deformable solids Definition

Yield surface

Builds on Cauchy stress tensorPrincipal stresses

Definition

Let Sym(3)\mathrm{Sym}(3) be the space of symmetric 3×33 \times 3 real matrices, the possible values of the Cauchy stress tensor σ\sigma. A yield function of a material is a continuous function f ⁣:Sym(3)→ℝf \colon \mathrm{Sym}(3) \to \R with f(0)<0f(0) < 0. It is chosen so that stresses with f(σ)<0f(\sigma) < 0 produce only elastic deformation. Stresses with f(σ)>0f(\sigma) > 0 are not admissible. The yield surface is the set {σ∈Sym(3):f(σ)=0},\set{\sigma \in \mathrm{Sym}(3) : f(\sigma) = 0}, the boundary of the elastic domain {σ:f(σ)<0}\set{\sigma : f(\sigma) < 0}.

Remarks

If the material is isotropic, ff is a symmetric function of the principal stresses σ1,σ2,σ3\sigma_1, \sigma_2, \sigma_3. The yield surface is then drawn in the space with coordinates (σ1,σ2,σ3)(\sigma_1, \sigma_2, \sigma_3). If ff also does not depend on the mean stress 13tr⁡σ\tfrac13 \tr \sigma, the surface is a cylinder with axis the line σ1=σ2=σ3\sigma_1 = \sigma_2 = \sigma_3. Example: f(σ)=32s:s−σyf(\sigma) = \sqrt{\tfrac32 s : s} - \sigma_y, where s=σ−13(tr⁡σ)Is = \sigma - \tfrac13 (\tr \sigma) I and σy>0\sigma_y > 0, gives the von Mises surface, a circular cylinder of radius 2/3 σy\sqrt{2/3}\,\sigma_y about the hydrostatic axis. Non-example: f(σ)=tr⁡σ+1f(\sigma) = \tr \sigma + 1 has f(0)=1>0f(0) = 1 > 0, so it does not have the zero stress in its elastic domain and is not a yield function. When the material hardens, ff also depends on internal variables, and the yield surface moves or grows with plastic deformation.

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Further reading

  1. Web https://en.wikipedia.org/wiki/Yield_surface
About this page
TagXEKMSD0MXD
URIm2://XEKMSD0MXD
Kinddefinition
WritingW0 stub
MSC74C05
DefinesYield surface
UsesCauchy stress tensor, Principal stresses
Changed3 November 2026

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