Anisotropic, Elastic-Plastic Material

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Constitutive Law

This MPM material is identical to an orthotropic material in the elastic regime, but can plastically deform according to a built-in, anistropic Hill yielding criterion. The Hill plastic yield criterion is:

      [math]\displaystyle{ \sqrt{F(\sigma_{yy}-\sigma_{zz})^2 + G(\sigma_{xx}-\sigma_{zz})^2 + H(\sigma_{yy}-\sigma_{xx})^2 + 2L\tau_{yz}^2 + 2M\tau_{xz}^2 + 2N\tau_{xy}^2} = 1 + K\alpha^n }[/math]

where σ and τ are normal and shear stresses in the material axis system after rotation from the anaysis coordinates, K and n, are dimensionless hardening properties, and [math]\displaystyle{ \alpha }[/math] is a plastic hardening variable. The remaining constants are determined by the yield stresses:

      [math]\displaystyle{ F = {1\over 2}\left({1\over \sigma_{Y,yy}^2} + {1\over \sigma_{Y,zz}^2} - {1\over \sigma_{Y,xx}^2}\right) \qquad\qquad L = {1\over 2\tau_{Y,yz}^2} }[/math]

      [math]\displaystyle{ G= {1\over 2}\left({1\over \sigma_{Y,xx}^2} + {1\over \sigma_{Y,zz}^2} - {1\over \sigma_{Y,yy}^2}\right) \qquad\qquad M = {1\over 2\tau_{Y,xz}^2} }[/math]

      [math]\displaystyle{ H = {1\over 2}\left({1\over \sigma_{Y,xx}^2} + {1\over \sigma_{Y,yy}^2} - {1\over \sigma_{Y,zz}^2}\right) \qquad\qquad M = {1\over 2\tau_{Y,xy}^2} }[/math]

where σY and τY are yield stresses for loading in the indicated direction. The yield stresses have to be selected such that the plastic potential is positive semidefinite. Analysis shows that all tensile yield stresses must satisfy:

      [math]\displaystyle{ \left({1\over \sigma_{Y,ii}^2} - {1\over \sigma_{Y,jj}^2} \right)^2 \le {1\over \sigma_{Y,kk}^2} \le \left({1\over \sigma_{Y,ii}^2} + {1\over \sigma_{Y,jj}^2} \right)^2 }[/math]

where i, j, and k are any combination or x, y, and z. In more practical terms, if two yield stresses are related by some ratio:

      [math]\displaystyle{ R = {\sigma_{Y,ii}\over \sigma_{Y,jj}} }[/math]

then the third yield stress is bracketed by:

      [math]\displaystyle{ R = {\sigma_{Y,ii}\over |1-R|} \le \sigma_{Y,kk} \le {\sigma_{Y,ii}\over |1+R|} }[/math]

Two extreme example are:

      [math]\displaystyle{ {\rm if\ }R = 0, \ \sigma_{Y,kk} = \sigma_{Y,ii},\ \sigma_{Y,jj} = \infty \qquad {\rm and}\qquad {\rm if\ }R\to\infty, \ \sigma_{Y,kk} = \sigma_{Y,jj},\ \sigma_{Y,ii} = \infty }[/math]

In other words, if an axial direction is prevented from yielding by setting its yield strength to ∞ the other two direction must have the same yield stress.

Material Properties

Property Description Units Default
yldxx Yield stress for axial loading in the x direction pressure units
yldyy Yield stress for axial loading in the y direction pressure units
yldzz Yield stress for axial loading in the z direction pressure units
yldxy Yield stress for shear loading in the x-y plane pressure units
yldxz Yield stress for shear loading in the x-z plane pressure units
yldyz Yield stress for shear loading in the y-z plane pressure units
Khard Hardening law K parameter dimensionless 0
nhard Hardening law paraemeter dimensionless 1
(other) All other properties are identical to the properties for an othotropic material. varies varies

Although default tensile yield stresses are all infinite, one of them must be finite to use this material. Similarly, the combination of properties must satisfy conditions for positive definiteness described above. If not, and error message will appear and simulation will not run.

History Variables

The one history variable is the cummulative equivalent plastic strain. This variable can be archived as history variable 1.

Examples