Investigation of web crippling behaviour using nonlinear finite element analysis

M.A. Heiyantuduwa, Martin Macdonald, James Rhodes

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

The yield line mechanism analysis on web crippling of cold-formed stainless steel square and rectangular hollow sections under two-flange loading is presented in this paper. A concentrated load was applied by means of bearing plates which act across the full flange width of the sections.
Original languageEnglish
Title of host publicationProceedings of International Colloquium on Stability and Ductility of Steel Structures, SDSS'06, Lisbon, Portugal
Publication statusPublished - 2006

Keywords

  • finite element analysis
  • mechanical engineering
  • metals
  • stability
  • steel structures

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    Heiyantuduwa, M. A., Macdonald, M., & Rhodes, J. (2006). Investigation of web crippling behaviour using nonlinear finite element analysis. In Proceedings of International Colloquium on Stability and Ductility of Steel Structures, SDSS'06, Lisbon, Portugal