Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures - Archive ouverte HAL Access content directly
Book Sections Year : 2023

Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures

Abstract

Numerical simulations of several planar failure modes of masonry structures are presented, based on the model and solving code from a recent hemivariational block-based model inspired from granular micromechanics (Tran et al. [33]). The numerical tests include a comparison with literature results for a constant shearing load, a parametric study of the influence of mortar thickness, and the simulation of common failures such as bending, shear sliding, and rocking. The results show that the studied model is able to capture common failure modes. Conclusions and insights towards the extension of the studied model are then given.
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hal-04136368 , version 1 (21-06-2023)

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  • HAL Id : hal-04136368 , version 1

Cite

Josè Manuel Torres Espino, Jaime Heman Jaime Heman, Chuong Anthony Tran, Roberto Fedele, Emilio Turco, et al.. Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures. Sixty Shades of Generalized Continua: Dedicated to the 60th Birthday of Prof. Victor A. Eremeyev, pp.191-210, 2023. ⟨hal-04136368⟩
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