The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperatures
When a beam is bent about its major axis it may twist and move laterally, before it reaches in bending. Although the problem, of lateral-torsional buckling of steel beams at room temperature has a well established solution, the same problem at elevated temperature has not. A numerical investigation...
| Main Author: | |
|---|---|
| Other Authors: | , , , |
| Format: | conferenceObject |
| Language: | eng |
| Published: |
2010
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10198/2156 |
| Country: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/2156 |