Large deflection collapse analysis of an inelastic inextensional ring under external pressure

DOI10.1016/0020-7683(81)90036-6zbMath0476.73032OpenAlexW2067580282MaRDI QIDQ1160003

S. H. Smith

Publication date: 1981

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(81)90036-6

zbMATH Keywords

nonlinear two-point boundary value problemsolved numericallyimperfection sensitivebilinear stress-strain curve

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Bifurcation and buckling (74G60) Fracture and damage (74R99)

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Material-dependent stability conditions in the buckling of nonlinear elastic bars ⋮ An extension of Karman-Donnell's theory for non-shallow, long cylindrical shells undergoing large deflection ⋮ Postbuckling up to Collapse of Polar Orthotropic Linearly Elastic Rings Subjected to External Pressure ⋮ Stability of hydrostatic-pressured FGM thick rings with material nonlinearity ⋮ Large-deflection computation of the plastica ⋮ Design and experiment of micro-vibration isolation system for optical satellite

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