Abstract
The angled crack problem is examined with the Yeh-Stratton criterion in the form of the maximum principal stress theory of isotropic materials. The angle of fracture and the fracture load as a function of a crack angle are computed for simple uniaxial, biaxial and in-plane shear loadings. The predictions are compared with experimental data. The two-dimensional crack tip stresses for a general loading case are obtained by the principle of superposition.
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