No-tension bodies: a reinforcement problem

DOI10.1016/j.euromechsol.2012.11.006zbMath1348.74038OpenAlexW2146052643MaRDI QIDQ335198

Sara De Faveri, Roberto Paroni, Lorenzo Freddi

Publication date: 2 November 2016

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

Full work available at URL: http://hdl.handle.net/11568/885761

zbMATH Keywords

equilibrated tensor fieldsno-tension materialsreinforced concrete beamssingular stresses

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Linear elasticity with initial stresses (74B10)

Related Items (2)

A direct approach to fiber and membrane reinforced bodies. II: Membrane reinforced bodies ⋮ Singular stress fields in masonry structures: Derand was right

Cites Work

• Singular stress fields for masonry-like vaults
• Equilibrated divergence measure stress tensor fields for heavy masonry bodies
• Researches on the equilibrium of masonry structures
• Limit analysis and no-tension materials
• Cauchy fluxes associated with tensor fields having divergence measure
• Examples of concentrated contact interactions in simple bodies
• Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
• Localized stress percolation through dry masonry walls. I: Experiments
• Localized stress percolation through dry masonry walls. II: Modelling
• On the balance equation for stresses concentrated on curves
• A note on equilibrated stress fields for no-tension bodies under gravity

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