Buckling of Cylindrical Shells of Variable Thickness, Loaded by External Uniform Pressure
Abstract
From the mathematical standpoint one has a partial differential equation with variable coefficients. Perturbation procedure gives the possibilityfor an analytical solution of this eigenvalue problem. Self-adjoint equations and Padé approximants are used for improving the obtained results.
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Published
2019-10-10
How to Cite
Andrianov, I. V., Ismagulov, B. G. and Matyash, M. V. (2019) “Buckling of Cylindrical Shells of Variable Thickness, Loaded by External Uniform Pressure”, Technische Mechanik - European Journal of Engineering Mechanics, 20(4), pp. 349–354. Available at: https://journals.ub.ovgu.de/index.php/techmech/article/view/1102 (Accessed: 5 November 2024).
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