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

J. Awrejcewicz, A. V. Krysko, I. V. Papkova, I. Y. Vygodchikova, V. A. Krysko

Research output: Contribution to journal › Article

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

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Keywords

Chebyshev's method
Critical loads
Shells
Stability

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Mechanical Engineering

Cite this

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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Access to Document

10.1016/j.tws.2015.04.003