Asymptotic method of determining the critical buckling loads of shallow strictly convex shells of revolution

DOI10.1016/0021-8928(72)90114-1zbMath0279.73030OpenAlexW1621082366MaRDI QIDQ1843197

L. S. Srubscik

Publication date: 1972

Published in: Journal of Applied Mathematics and Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0021-8928(72)90114-1

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Shells (74K25) Membranes (74K15)

Related Items (4)

Precritical equilibrium of a thin shallow shell of revolution and its stability ⋮ On the loss of stability of nonsymmetric strictly convex thin shallow shells ⋮ On the asymptotic values of the upper critical pressure of nonshallow spherical shells ⋮ Stability of thin nonsymmetric piecewise-convex elastic shells; translation from Priklad. Math. Meh. 41, 520-530 (Russian) (1977)

Cites Work

• A Numerical Solution of the Nonlinear Equations for Axisymmetric Bending of Shallow Spherical Shells
• On a method of solution of the nonlinear problems of stability of deformable systems
• On the Nonunique Equilibrium States and Buckling Mechanism of Spherical Shells
• On the Stability Problem for Shallow Spherical Shells
• On the solution of nonlinear boundary value problems of the theory of elasticity by a method of transformation to an initial value Cauchy problem
• Bifurcation buckling of spherical caps
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