Verification Examples

A masonry wall is exposed to a distributed load in the middle of its upper part. Isotropic Masonry 2D material model is compared with the Isotropic Linear Elastic one with surface stiffness property Without Tension in the nonlinear calculation.

A cantilever is fully fixed on the left end and subjected to a transverse force and an axial force on the right end. The tensile strength is zero and the behaviour in the compression remains elastic.

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