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The effect of vertical ground movement on masonry walls simulated through an elastic–plastic interphase meso-model: a case study

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Abstract

The present paper proposes an interphase model for the simulation of damage propagation in masonry walls in the framework of a mesoscopic approach. The model is thermodynamically consistent, with constitutive relations derived from a Helmholtz free potential energy. With respect to classic interface elements, the internal stress contribute is added to the contact stresses. It is considered that damage, in the form of loss of adhesion or cohesion, can potentially take place at each of the two blocks–mortar physical interfaces. Flow rules are obtained in the framework of the Theory of Plasticity, considering bilinear domains of ‘Coulomb with tension cut-off’ type. The model aims to be a first research step to solve the inverse problem of damage propagation in masonry generated by vertical ground movements, in order to ex-post identify the cause of a visible damage. The constitutive model is written in a discrete form for its implementation in a research-oriented finite element program. The response at the quadrature point is analyzed first. Then, the model is validated through comparisons with experimental results and finally employed to simulate the failure occurred in a wall of an ancient masonry building, where an arched collapse took place due to a lowering of the ground level under part of its foundation.

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Acknowledgements

The author gratefully acknowledges Prof. Giuseppe Giambanco for the profitable discussions on the constitutive model, and Miss Milena Di Benedetto for her contribution to Fig. 13.

Funding

This work was supported by Italian Ministry for University and Research (MIUR) for PRIN-15, Project No. 2015LYYXA8, Multiscale mechanical models for the design and optimization of microstructured smart materials and metamaterials.

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  1. DICAM, University of Palermo, Viale delle Scienze, Ed. 8, Palermo, Italy

    Antonino Spada

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Spada, A. The effect of vertical ground movement on masonry walls simulated through an elastic–plastic interphase meso-model: a case study. Arch Appl Mech 89, 1655–1676 (2019). https://doi.org/10.1007/s00419-019-01535-y

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