On the methods of critical load estimation of spherical circle axially symmetrical shells

Abstract

A relaxation method is applied to estimate and predict a critical set of parameters responsible for stability loss (buckling) of spherical circle axially symmetric shells. The buckling phenomenon under static loading was investigated by solving the Cauchy problem for a set of ordinary differential equations and the Hausdorff metrics was applied while quantifying the data obtained within the novel approach.

Original language	English
Pages (from-to)	293-301
Number of pages	9
Journal	Thin-Walled Structures
Volume	94
DOIs	https://doi.org/10.1016/j.tws.2015.04.003
Publication status	Published - 1 Sep 2015
Externally published	Yes

Keywords

Chebyshev's method
Critical loads
Shells
Stability

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Mechanical Engineering

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10.1016/j.tws.2015.04.003

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Awrejcewicz, J., Krysko, A. V., Papkova, I. V., Vygodchikova, I. Y., & Krysko, V. A. (2015). On the methods of critical load estimation of spherical circle axially symmetrical shells. Thin-Walled Structures, 94, 293-301. https://doi.org/10.1016/j.tws.2015.04.003

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author = "J. Awrejcewicz and Krysko, {A. V.} and Papkova, {I. V.} and Vygodchikova, {I. Y.} and Krysko, {V. A.}",

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AU - Krysko, V. A.

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AB - A relaxation method is applied to estimate and predict a critical set of parameters responsible for stability loss (buckling) of spherical circle axially symmetric shells. The buckling phenomenon under static loading was investigated by solving the Cauchy problem for a set of ordinary differential equations and the Hausdorff metrics was applied while quantifying the data obtained within the novel approach.

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