The Hill yield criterion developed by Rodney Hill, is one of several yield criteria for describing anisotropic plastic deformations. The earliest version was a straightforward extension of the von Mises yield criterion and had a quadratic form. This model was later generalized by allowing for an exponent m. Variations of these criteria are in wide use for metals, polymers, and certain composites.
Quadratic Hill yield criterion The quadratic Hill yield criterion has the form :
F ( σ 22 − σ 33 ) 2 + G ( σ 33 − σ 11 ) 2 + H ( σ 11 − σ 22 ) 2 + 2 L σ 23 2 + 2 M σ 31 2 + 2 N σ 12 2 = 1 . {\displaystyle F(\sigma _{22}-\sigma _{33})^{2}+G(\sigma _{33}-\sigma _{11})^{2}+H(\sigma _{11}-\sigma _{22})^{2}+2L\sigma _{23}^{2}+2M\sigma _{31}^{2}+2N\sigma _{12}^{2}=1~.}
Here F, G, H, L, M, N are constants that have to be determined experimentally and σ i j {\displaystyle \sigma _{ij}} are the stresses. The quadratic Hill yield criterion depends only on the deviatoric stresses and is pressure independent. It predicts the same yield stress in tension and in compression.
Expressions for F, G, H, L, M, N If the axes of material anisotropy are assumed to be orthogonal, we can write
( G + H ) ( σ 1 y ) 2 = 1 ; ( F + H ) ( σ 2 y ) 2 = 1 ; ( F + G ) ( σ 3 y ) 2 = 1 {\displaystyle (G+H)~(\sigma _{1}^{y})^{2}=1~;~~(F+H)~(\sigma _{2}^{y})^{2}=1~;~~(F+G)~(\sigma _{3}^{y})^{2}=1}
where σ 1 y , σ 2 y , σ 3 y {\displaystyle \sigma _{1}^{y},\sigma _{2}^{y},\sigma _{3}^{y}} are the normal yield stresses with respect to the axes of anisotropy. Therefore, we have
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