Modelling of orthotropic masonry structures
A class of constitutive models of orthotropic non-homogeneous masonry materials in the framework of elasto-plasticity theory of small displacements with energetic hardening/softening is proposed. Analysed class of constitutive models reduces to the classical one for ideal elasto-plasticity with well-known Hoffman yield condition for orthotropic homogeneous materials. Proposed class of models is implemented in FEM system ABAQUS. Constitutive relationships are implemented in FORTRAN in user procedure UMAT. The numerical tests are proposed to check correctness of the implementation, and some boundary value problems are also solved.
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