A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction

DOI10.1007/s11012-013-9728-5zbMath1293.74395OpenAlexW2013198280MaRDI QIDQ400223

A. Maione, Raffaele Landolfo, Claudia Casapulla, Francesco Paolo Antonio Portioli

Publication date: 21 August 2014

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-013-9728-5

zbMATH Keywords

limit-state analysismacro-modelingmasonry shear wallsmicro-modelingnon-associative frictional joints

Mathematics Subject Classification ID

Friction in solid mechanics (74M10) Anelastic fracture and damage (74R20)

Related Items (3)

Limit analysis by linear programming of 3D masonry structures with associative friction laws and torsion interaction effects ⋮ 3D macro and micro-block models for limit analysis of out-of-plane loaded masonry walls with non-associative Coulomb friction ⋮ One-dimensional chaos in a system with dry friction: analytical approach

Cites Work

• Sixty years of solid mechanics
• A computational model for the limit analysis of three-dimensional masonry structures
• Equilibrium and collapse analysis of masonry bodies
• A homogenization approach to the ultimate strength of brick masonry
• Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
• Structural analysis of masonry historical constructions. Classical and advanced approaches
• Limit analysis of structures formed from rigid blocks
• Unnamed Item

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