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Stability of columns with no tension strength and bounded compressive strength and deformability. I: Large eccentricity

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Publication:1870656
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DOI10.1016/S0020-7683(02)00467-5zbMath1032.74556OpenAlexW2060350269MaRDI QIDQ1870656

Massimiliano Lucchesi, Anna De Falco

Publication date: 14 May 2003

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(02)00467-5


zbMATH Keywords

StabilityMasonry columnsNo-tension material


Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Explicit solutions of equilibrium problems in solid mechanics (74G05)


Related Items (3)

The influence of deflections on the static and dynamic behaviour of masonry columns ⋮ On the dynamic behaviour of masonry beam-columns: an analytical approach ⋮ Effects of material and geometric nonlinearities on the collapse load of masonry arches




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