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