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• W2171836662 abstract "Abstract A buckling criterion for shells with an axisymmetric middle surface and subjected to edge loads and hydrostatic surface pressure loading is formulated starting from Hill's three-dimensional continuum theory for uniqueness of deformation of inelastic solids. It turns out that a physically consistent two-dimensional set of equations may be derived for a quite general class of strain-hardening elastic-plastic solids, the only essential restriction being that of a smooth yield function. The intrinsic errors inherent in the derived rate equations, being an integral part of an eigenvalue problem, are discussed in relation to a circular cylinder under axial compression. Analytical results are given which illustrate the influence of the constitutive properties and the boundary contraints on the magnitude of the critical load." @default.
• W2171836662 created "2016-06-24" @default.
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• W2171836662 date "1975-12-01" @default.
• W2171836662 modified "2023-10-01" @default.
• W2171836662 title "On buckling of axisymmetric thin elastic-plastic shells" @default.
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• W2171836662 doi "https://doi.org/10.1016/0020-7683(75)90061-x" @default.
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