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A constitutive equation and a closed-form solution for no-tension beams with limited compressive strength

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Publication:704370
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DOI10.1016/j.euromechsol.2004.01.008zbMath1060.74036OpenAlexW2033467925MaRDI QIDQ704370

Nicola Zani

Publication date: 13 January 2005

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.2004.01.008


zbMATH Keywords

masonry beampre-compressiontransversal force


Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Explicit solutions of equilibrium problems in solid mechanics (74G05)


Related Items (5)

On the dynamics of viscous masonry beams ⋮ A numerical model for nonlinear dynamic analysis of slender masonry structures ⋮ On the dynamic behaviour of masonry beam-columns: an analytical approach ⋮ Equilibrium problems and limit analysis of masonry beams ⋮ Effects of material and geometric nonlinearities on the collapse load of masonry arches



Cites Work

  • Masonry-like solids with bounded compressive strength
  • Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials


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