
doi: 10.1007/bf02330852
It is shown that the fracture of materials which have different strengths in tension and compression and are highly sensitive to the sign of the spherical tensor can be described by using a criterion of the ductility of anisotropic bodies based on the invariance of the form of the limiting surface. Calculated values of breaking stress are compared with experimental values obtained by testing specimens of two types of concrete in a plane stress state.
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