Article ID Journal Published Year Pages File Type
279104 International Journal of Solids and Structures 2009 6 Pages PDF
Abstract

This study focuses on the buckling of cylindrical shells with small thickness variations under external pressure. Asymptotic formulas in terms of the thickness non-uniformity parameter are derived by the combined perturbation and Bubnov–Galerkin methods. In addition to the analytic investigation based on the thin shell theory, a numerical analysis is also performed. Results from these formulas are discussed and compared with those obtained by other authors.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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