Equilibrium problems and limit analysis of masonry beams

DOI10.1007/s10659-011-9318-5zbMath1372.74048OpenAlexW1995046282MaRDI QIDQ1937160

Massimiliano Lucchesi, Nicola Zani, Šilhavý, Miroslav

Publication date: 11 February 2013

Published in: Journal of Elasticity (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10659-011-9318-5

zbMATH Keywords

collapselimit analysisbeamsminimum energyarches

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Energy minimization in equilibrium problems in solid mechanics (74G65)

Related Items (2)

On the dynamics of viscous masonry beams ⋮ Stable disarrangement phases of elastic aggregates: a setting for the emergence of no-tension materials with non-linear response in compression

Cites Work

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• Effects of material and geometric nonlinearities on the collapse load of masonry arches
• Limit analysis and no-tension materials
• Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
• An energetic view on the limit analysis of normal bodies
• An Analysis of the Carrier-Sense Multiple-Access Protocol
• Nonlinear problems of elasticity

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