Buckling of parabolic shallow arches when support stiffens under compression

DOI10.1016/j.mechrescom.2010.05.004zbMath1272.74181OpenAlexW2011900173MaRDI QIDQ366538

Jianguo Cai, Jian Feng

Publication date: 13 September 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: http://www.sciencedirect.com/science/article/pii/S0093641310000662

zbMATH Keywords

stabilitysnap-through bucklingbifurcation bucklingelastic supportparabolic arch

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10)

Related Items (5)

An asymptotic study of nonlinear coupled vibration of arch-foundation structural system ⋮ Instability of shallow arches with possible end-movements and rotations ⋮ 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 ⋮ In-plane buckling of prismatic funicular arches with shear deformations

Cites Work

• Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load
• In-plane elastic stability of fixed parabolic shallow arches
• Influence of various types of load-dependent supports on the stability of a compressible column model
• In-plane stability of arches

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