Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading

James Rhodes, Martin Macdonald, Maria Kotelko, W. McNiff

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

This paper describes the results obtained from a series of compression tests performed on cold formed stainless steel Type 304 columns of lipped channel cross-section. The cross section dimensions, the column length and the eccentricity of the applied compressive load are varied to examine the effects on the buckling load capacity of the columns. The results obtained from the tests and from a finite element analysis are compaired to those obtained from the relevant design specifications in America and in Europe. Conclusions are drawn on the basis of comparisons.
Original languageEnglish
Title of host publicationProceedings of the 3rd International Conference on Thin-Walled Structures: Advances and Developments
Place of PublicationLondon, UK
Pages225-232
Number of pages7
Publication statusPublished - 2001

Keywords

  • stainless steel
  • cold formed
  • columns
  • lipped channels
  • eccentric loading

Cite this

Rhodes, J., Macdonald, M., Kotelko, M., & McNiff, W. (2001). Buckling load capacity of stainless steel columns subjected to concentric and eccentric loading. In Proceedings of the 3rd International Conference on Thin-Walled Structures: Advances and Developments (pp. 225-232).