Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load

DOI10.1016/j.ijnonlinmec.2007.03.013zbMath1203.74050OpenAlexW2057106768MaRDI QIDQ620228

Francis Tin-Loi, Mark Andrew Bradford, Yong-Lin Pi

Publication date: 19 January 2011

Published in: International Journal of Non-Linear Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijnonlinmec.2007.03.013

zbMATH Keywords

elasticinstabilitybifurcationrotationalanalysisnon-lineararchessnap-throughshallowbuckling: closed form solutionsrestraints

Mathematics Subject Classification ID

Bifurcation and buckling (74G60)

Related Items (6)

Stress-driven nonlinear behavior of curved nanobeams ⋮ Buckling of parabolic shallow arches when support stiffens under compression ⋮ Effects of symmetric imperfections on the behavior of bistable struts ⋮ Non-linear in-plane multiple equilibria and buckling of pin-ended shallow circular arches under an arbitrary radial point load ⋮ ENERGY APPROACH FOR DYNAMIC BUCKLING OF AN UNDAMPED ARCH MODEL UNDER STEP LOADING WITH INFINITE DURATION ⋮ EFFECT OF SUPPORT STIFFNESS ON STABILITY OF SHALLOW ARCHES

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