A block-based variational elasto-damage model for masonry analysis inspired from granular micromechanics: Preliminary study

C. A. Tran, E. Barchiesi, L. Placidi, F. J. León Trujillo

Research output: Contribution to journalOriginal Articlepeer-review

8 Scopus citations

Abstract

We develop a new block-based elasto-damage model for describing masonry structures. The constitutive elastic and damage behavioural laws used within the proposed approach are inspired from those employed in the recent literature in granular micromechanics. Adaptations have been made in many respects, notably the inclusion of impenetrability constraints through energy barriers. The analysis carried out in this paper proves that realistic masonry deformation modes can be obtained.

Original languageAmerican English
Article number103802
JournalMechanics Research Communications
Volume118
DOIs
StateIndexed - Dec 2021
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2021 Elsevier Ltd

Keywords

  • Discrete modelling
  • Granular micromechanics
  • Masonry structures
  • Variational approach

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