The Mohr failure criterion describing the conditions for which an isotropic material will fail, with any effect from the intermediate principal stress being neglected. Mohr can be written as a function of major and minor principal stresses, or normal stress and shear stress on the failure plane.
σe,t = σ1 - X ⋅ σ2
σe,c = 1/X ⋅ σ1 - σ2
or
σMohr = τmax
or
Where:
X = σu,t / σe,c
σe,t – equivalent stress in tension;
σe,c – equivalent stress in compression;
σ1, σ2 – principal stresses, σ1 ≥ σ2;
σe,c – ultimate compression;
σu,t – ultimate tension;
σMohr – radius of the Mohr's circle.