Buckling of axially loaded composite plates with restrained edges

Gabriella Tarján, László P. Kollár

Research output: Contribution to journalArticle

9 Citations (Scopus)

Abstract

Approximate expressions to determine the lowest buckling load of short and long composite plates are presented. The plate is subjected to uniaxial compressive load. All the four edges of the plate are elastically restrained by springs or stiffeners. Explicit expressions for the calculation of the lowest buckling load are presented as a function of the plate's length. The derived expressions were compared to numerical solutions investigating the entire parameter range.

Original languageEnglish
Pages (from-to)3521-3529
Number of pages9
JournalJournal of Reinforced Plastics and Composites
Volume29
Issue number23
DOIs
Publication statusPublished - Dec 1 2010

Keywords

  • Local buckling
  • approximation
  • composite plate
  • orthotropic

ASJC Scopus subject areas

  • Ceramics and Composites
  • Mechanics of Materials
  • Mechanical Engineering
  • Polymers and Plastics
  • Materials Chemistry

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