Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded

DOI10.1007/s00466-006-0151-9zbMath1235.74265OpenAlexW2066308476MaRDI QIDQ1015700

J. Martínez

Publication date: 8 May 2009

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-006-0151-9

zbMATH Keywords

Reissner-Mindlin platesFE limit analysisMasonryHeterogeneous approachOut-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 kinematic FE limit analysis model for thick English bond masonry walls ⋮ A full 3D rigid block model for the collapse behaviour of masonry walls ⋮ Monte Carlo homogenized limit analysis model for randomly assembled blocks in-plane loaded

Cites Work

• A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls
• Three-dimensional limit analysis of rigid blocks assemblages. I: torsion failure on frictional interfaces and limit analysis formulation
• Lower bound limit analysis using finite elements and linear programming
• A new discontinuous upper bound limit analysis formulation
• Unnamed Item

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