Effects of material and geometric nonlinearities on the collapse load of masonry arches

DOI10.1016/j.euromechsol.2008.02.007zbMath1155.74344OpenAlexW2071264587MaRDI QIDQ1005339

Barbara Pintucchi, Nicola Zani

Publication date: 9 March 2009

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

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2008.02.007

zbMATH Keywords

masonry archesno-tension materialload of collapseP-\(\delta \) effects

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Bifurcation and buckling (74G60)

Related Items (8)

The influence of deflections on the static and dynamic behaviour of masonry columns ⋮ On the dynamics of viscous masonry beams ⋮ A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches ⋮ Instability of shallow arches with possible end-movements and rotations ⋮ A new numerical approach for determining optimal thrust curves of masonry arches ⋮ Equilibrium problems and limit analysis of masonry beams ⋮ Bounded shear stress in masonry-like bodies ⋮ Masonry-like material with bounded shear stress

Cites Work

• Unnamed Item
• A constitutive equation and a closed-form solution for no-tension beams with limited compressive strength
• Stability of masonry piers
• Limit analysis and no-tension materials
• On the collapse of masonry arches
• Masonry-like solids with bounded compressive strength
• Stability of columns with no tension strength and bounded compressive strength and deformability. I: Large eccentricity
• Explicit Solutions for the Stability of No-Tension Beam-Columns

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