A full 3D rigid block model for the collapse behaviour of masonry walls

DOI10.1016/j.euromechsol.2017.01.012zbMath1406.74570OpenAlexW2582955283MaRDI QIDQ1658706

Antonella Cecchi, Daniele Baraldi

Publication date: 15 August 2018

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://zenodo.org/record/3663639

zbMATH Keywords

Mohr-Coulomb yield criterionmasonry walls3D rigid block model

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Brittle damage (74R05)

Cites Work

• Limit analysis by linear programming of 3D masonry structures with associative friction laws and torsion interaction effects
• A homogenized Love-Kirchhoff model for out-of-plane loaded random 2D lattices: application to ``quasi-periodic brickwork panels
• Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded
• A computational model for the limit analysis of three-dimensional masonry structures
• Non-linear micropolar and classical continua for anisotropic discontinuous materials.
• Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
• Discrete approaches for the nonlinear analysis of in plane loaded masonry walls: molecular dynamic and static algorithm solutions
• A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork
• Three-dimensional limit analysis of rigid blocks assemblages. I: torsion failure on frictional interfaces and limit analysis formulation
• Three-dimensional limit analysis of rigid blocks assemblages. II: Load-path following solution procedure and validation
• A non-linear interface element for 3D mesoscale analysis of brick-masonry structures
• Contact mechanics for analysis of fracturing and fragmenting solids in the combined finite-discrete element method
• Limit analysis of structures formed from rigid blocks

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