On the buckling and imperfection-sensitivity of arches with and without prestress

DOI10.1016/0020-7683(83)90055-0zbMath0512.73043OpenAlexW2019933495MaRDI QIDQ1050163

J. M. T. Thompson, Giles W. Hunt

Publication date: 1983

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

Full work available at URL: https://doi.org/10.1016/0020-7683(83)90055-0

zbMATH Keywords

closed-form solutionscentral point loadany degree of prestressconcise buckling and post-buckling analysiscritical bifurcation load varies linearly with prestresscusped imperfection-sensitivityshallow, essentially inextensional, simply-supported archesunstable-symmetric bifurcation

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Fracture and damage (74R99) Membranes (74K15)

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