Influence of initial imperfections on the buckling of orthotropic truncated spherical and conical shells

DOI10.1007/BF00883825zbMath0724.73100OpenAlexW2089801642MaRDI QIDQ3212475

I. M. Bermus, Leonid S. Srubshchik

Publication date: 1988

Published in: Soviet Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00883825

zbMATH Keywords

linearized problemLyapunov-Schmidt methodpost-critical behavioraxial compressionuniform external pressuredouble eigenvaluenon-axisymmetric bucklingsmall geometric imperfectionstwo unstable eigenmodestruncated conical shellsleast bifurcation loadone stableone unstable eigenmode interactthin elastic shallow orthotropic truncated spherical shellsupper critical load

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Bifurcation and buckling (74G60) Membranes (74K15)

Related Items

Non-axisymmetric buckling of shallow spherical shells ⋮ Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load

Cites Work

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• Non-axisymmetric buckling and post-critical behaviour of elastic spherical shells in the case of a double critical value of the load
• Influence of initial imperfections on the buckling of elastic shells under multiple critical loads
• Nonaxisymmetric bulging of nonhollow elastic shells of revolution
• On a general theory of anisotropic shells