Buckling of anisotropic cylinders

Research output: Contribution to journalArticle

3 Citations (Scopus)

Abstract

The aim of this paper is to determine the buckling shapes and loads of anisotropic cylinders subjected to temperature and/or mechanical loads. First, the governing differential equations for buckling are derived. Second, their solution is presented. The buckling shapes are found to be trigonometrical functions in a skew coordinate system. With the aid of these functions, closed form solutions are developed for calculating the buckling loads. The paper presents some examples which illustrate unexpected results, e.g., unconstrained cylinders subjected to a change in temperature may buckle at a critical temperature, and may buckle either with increasing or with decreasing temperature.

Original languageEnglish
Pages (from-to)954-975
Number of pages22
JournalJournal of Reinforced Plastics and Composites
Volume13
Issue number11
Publication statusPublished - Nov 1994

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Buckling
Temperature
Differential equations

ASJC Scopus subject areas

  • Ceramics and Composites
  • Materials Chemistry
  • Polymers and Plastics

Cite this

Buckling of anisotropic cylinders. / Kollar, L.

In: Journal of Reinforced Plastics and Composites, Vol. 13, No. 11, 11.1994, p. 954-975.

Research output: Contribution to journalArticle

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