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...
| Autor principal: | |
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| Outros Autores: | , , , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2010
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10198/2156 |
| País: | Portugal |
| Oai: | oai:bibliotecadigital.ipb.pt:10198/2156 |