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 journalArticle

3 Citations (Scopus)

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 languageEnglish
Pages (from-to)293-301
Number of pages9
JournalThin-Walled Structures
Volume94
DOIs
Publication statusPublished - 1 Sep 2015
Externally publishedYes

Fingerprint

Buckling
Ordinary differential equations

Keywords

  • Chebyshev's method
  • Critical loads
  • Shells
  • Stability

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanical Engineering

Cite this

On the methods of critical load estimation of spherical circle axially symmetrical shells. / Awrejcewicz, J.; Krysko, A. V.; Papkova, I. V.; Vygodchikova, I. Y.; Krysko, V. A.

In: Thin-Walled Structures, Vol. 94, 01.09.2015, p. 293-301.

Research output: Contribution to journalArticle

Awrejcewicz, J. ; Krysko, A. V. ; Papkova, I. V. ; Vygodchikova, I. Y. ; Krysko, V. A. / On the methods of critical load estimation of spherical circle axially symmetrical shells. In: Thin-Walled Structures. 2015 ; Vol. 94. pp. 293-301.
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