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 language | American English |
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Article number | 103802 |
Journal | Mechanics Research Communications |
Volume | 118 |
DOIs | |
State | Indexed - Dec 2021 |
Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2021 Elsevier Ltd
Keywords
- Discrete modelling
- Granular micromechanics
- Masonry structures
- Variational approach