A detailed micro-modelling approach for the structural analysis of masonry assemblages

By Vasilis Sarhosis, J. Lemos. Computers & structures, 2018

137 citations recorded by the source corpus.

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.

Subfields: Civil and Structural Engineering, Earth-Surface Processes, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/a4f63a8d84ac2b4cad92750f07c1c316f2f9f0a7

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In Civil and Structural Engineering

In Earth-Surface Processes

In Mechanics of Materials

Citations in the corpus

Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, background): “11 Examples of contact-based approaches which include masonry crushing [103, 107, 53] in the computations is usually non-conservative with respect to the limit analysis theorems.”