3D upper bound limit analysis of multi-leaf masonry walls

DOI10.1016/j.ijmecsci.2007.11.003zbMath1264.74249OpenAlexW2025678427MaRDI QIDQ1953934

Gabriele Milani

Publication date: 12 June 2013

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijmecsci.2007.11.003

zbMATH Keywords

finite element analysisfailure mechanismmasonryfailure analysisin- and out-of-plane loads

Mathematics Subject Classification ID

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

Related Items (3)

A non-linear interface element for 3D mesoscale analysis of brick-masonry structures ⋮ Monte Carlo homogenized limit analysis model for randomly assembled blocks in-plane loaded ⋮ 3D homogenised strength criterion for masonry: application to drystone retaining walls

Uses Software

• PATH Solver

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