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.
|Title of host publication||Proceedings of International Colloquium on Stability and Ductility of Steel Structures, SDSS'06, Lisbon, Portugal|
|Publication status||Published - 2006|
- finite element analysis
- mechanical engineering
- steel structures