Publication
The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature
dc.contributor.author | Vila Real, Paulo M.M. | |
dc.contributor.author | Cazeli, Ronisi | |
dc.contributor.author | Silva, Luís Simões | |
dc.contributor.author | Piloto, P.A.G. | |
dc.date.accessioned | 2010-02-24T16:27:50Z | |
dc.date.available | 2010-02-24T16:27:50Z | |
dc.date.created | 2004 | en_US |
dc.date.issued | 2004 | |
dc.date.updated | 2010-01-30T18:27:44Z | |
dc.description.abstract | When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, before it reaches its strength limit in bending. Although this problem of lateral-torsional buckling of steel beams at room temperature has well established solution, the same problem at elevated temperature has not. The lateral-torsional buckling of steel I- beams have been numerically investigated from room temperature up to 700 °C, with the aim of assessing the effects of the residual stresses in this mechanism of failure. A geometrically and materially non-linear finite element program i.e., a general model, has been used to determine the lateral-torsional resistance of steel 1-beams at elevated temperatures, according to the same material properties of Eurocode 3, Pan 1-2. The numerical results have been compared to the results of the simple model presented in Eurocode 3, Part 1-2 (1995) and to a new proposal that is being considered for approval. | pt |
dc.identifier.citation | Vila Real, P.M.M.; Cazeli, R.; Silva, L.S; Piloto, P.A.G. (2004). The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature. International Journal of Constructional Steel Research. ISSN 0143-974X. 60:3-5, p. 783-793 | pt |
dc.identifier.doi | 10.1016/S0143-974X(03)00143-3 | |
dc.identifier.issn | 0143-974X | |
dc.identifier.uri | http://hdl.handle.net/10198/2148 | |
dc.language.iso | eng | pt |
dc.publisher | Elsevier | |
dc.title | The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature | pt |
dc.type | journal article | |
dspace.entity.type | Publication | |
oaire.citation.title | International Journal of Constructional Steel Research | pt |
person.familyName | Piloto | |
person.givenName | Paulo A.G. | |
person.identifier.ciencia-id | 0519-449D-6F13 | |
person.identifier.orcid | 0000-0003-2834-0501 | |
person.identifier.rid | B-4866-2008 | |
person.identifier.scopus-author-id | 6506406159 | |
rcaap.rights | openAccess | pt |
rcaap.type | article | pt |
relation.isAuthorOfPublication | baaee084-ab97-4c95-b636-24ab6bab0e3e | |
relation.isAuthorOfPublication.latestForDiscovery | baaee084-ab97-4c95-b636-24ab6bab0e3e |
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