The Willam–Warnke yield criterion is a function that is used to predict when failure will occur in concrete and other cohesive-frictional materials such as rock, soil, and ceramics. This yield criterion has the functional form
f ( I 1 , J 2 , J 3 ) = 0 {\displaystyle f(I_{1},J_{2},J_{3})=0\,}
where I 1 {\displaystyle I_{1}} is the first invariant of the Cauchy stress tensor, and J 2 , J 3 {\displaystyle J_{2},J_{3}} are the second and third invariants of the deviatoric part of the Cauchy stress tensor. There are three material parameters ( σ c {\displaystyle \sigma _{c}} - the uniaxial compressive strength, σ t {\displaystyle \sigma _{t}} – the uniaxial tensile strength, σ b {\displaystyle \sigma _{b}} - the equibiaxial compressive strength) that have to be determined before the Willam-Warnke yield criterion may be applied to predict failure. In terms of I 1 , J 2 , J 3 {\displaystyle I_{1},J_{2},J_{3}} , the Willam-Warnke yield criterion can be expressed as
f := J 2 + λ ( J 2 , J 3 ) ( I 1 3 − B ) = 0 {\displaystyle f:={\sqrt {J_{2}}}+\lambda (J_{2},J_{3})~({\tfrac {I_{1}}{3}}-B)=0}
where λ {\displaystyle \lambda } is a function that depends on J 2 , J 3 {\displaystyle J_{2},J_{3}} and the three material parameters and B {\displaystyle B} depends only on the material parameters. The function λ {\displaystyle \lambda } can be interpreted as the friction angle which depends on the Lode angle ( θ {\displaystyle \theta } ). The quantity B {\displaystyle B} is interpreted as a cohesion pressure. The Willam-Warnke yield criterion may therefore be viewed as a combination of the Mohr–Coulomb and the Drucker–Prager yield criteria.
Willam-Warnke yield function
In the original paper, the three-parameter Willam-Warnke yield function was expressed as
f = 1 3 z I 1 σ c + 2 5 1 r ( θ ) J 2 σ c − 1 ≤ 0 {\displaystyle f={\cfrac {1}{3z}}~{\cfrac {I_{1}}{\sigma _{c}}}+{\sqrt {\cfrac {2}{5}}}~{\cfrac {1}{r(\theta )}}{\cfrac {\sqrt {J_{2}}}{\sigma _{c}}}-1\leq 0}
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