Optimal Forms of Shallow Shells With Circular Boundary, Part 2: Maximum Buckling Load

DOI10.1115/1.3167669zbMATH Open0551.73087OpenAlexW2069495802MaRDI QIDQ3343592

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Publication date: 1984

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

Full work available at URL: https://doi.org/10.1115/1.3167669

zbMATH Keywords

surface areauniform thicknessuniformly distributed loaduniform loadingoptimal formsmaximize the critical loadclamped and simply supported boundary conditionsconcentrated load at the centerform is varied

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Membranes (74K15) Optimization problems in solid mechanics (74P99)

Related Items (3)

On problems of optimal design of shallow shell with double curvature on elastic foundation ⋮ On the optimality conditions in the weight minimization problem for a shell of revolution at a given vibration frequency ⋮ Optimal Forms of Shallow Shells With Circular Boundary, Part 3: Maximum Enclosed Volume

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