Abstract:
Over the last 50 years, a significant amount of effort has been taken to develop numerical approaches and
tools for the structural analysis of masonry. These range from considering masonry as an anisotropic continuum
(macro-models) to the more detailed ones considering masonry as an assemblage of units and
joints (micro-models). In this paper, a detailed micro-modelling approach for the analysis of masonry
couplets and prisms is proposed. The approach represents masonry units and mortar joints as an assemblage
of densely packed discrete irregular deformable particles bonded together by zero thickness interface
laws. The mechanical properties (here referred to as micro-properties) of irregular particles and
contacts are responsible for the mechanical behaviour of masonry. In addition, the approach allows failure
to occur either at the brick, mortar and/or brick/mortar interface. A series of computational models
were developed and their results are compared against small-scale experimental findings. A good agreement
between the experimental and the numerical results was obtained which demonstrates the huge
potential of the modelling approach proposed. The significant advantage of this approach is to model
cracking as a real discontinuity among particles and not as a modification in the material properties.
In addition, reliable prediction of masonry strength can allow one to reduce the costly and timely experimental
testing and avoid the reliance on conservative empirical formulas.