Publication
Multiobjective optimization of cold-formed steel columns
dc.contributor.author | Madeira, JFA | |
dc.contributor.author | Dias, Joaquim | |
dc.contributor.author | Silvestre, Nuno | |
dc.date.accessioned | 2016-04-15T11:24:00Z | |
dc.date.available | 2016-04-15T11:24:00Z | |
dc.date.issued | 2015-11 | |
dc.description.abstract | The optimal design of cold-formed steel columns is addressed in this paper, with two objectives: maximize the local-global buckling strength and maximize the distortional buckling strength. The design variables of the problem are the angles of orientation of cross-section wall elements the thickness and width of the steel sheet that forms the cross-section are fixed. The elastic local, distortional and global buckling loads are determined using Finite Strip Method (CUFSM) and the strength of cold-formed steel columns (with given length) is calculated using the Direct Strength Method (DSM). The bi-objective optimization problem is solved using the Direct MultiSearch (DMS) method, which does not use any derivatives of the objective functions. Trade-off Pareto optimal fronts are obtained separately for symmetric and anti-symmetric cross-section shapes. The results are analyzed and further discussed, and some interesting conclusions about the individual strengths (local-global and distortional) are found. | pt_PT |
dc.identifier.citation | MADEIRA, J.F.A.; Dias,JOAQUIM; SILVESTRE,NUNO; - Multiobjective optimization of cold-formed steel columns. Thin-Walled Structures. ISSN. 0263-8231. Vol. 96 (2015), pp. 29-38. | pt_PT |
dc.identifier.doi | 10.1016/j.tws.2015.07.025 | pt_PT |
dc.identifier.issn | 0263-8231 | |
dc.identifier.issn | 1879-3223 | |
dc.identifier.uri | http://hdl.handle.net/10400.21/5994 | |
dc.language.iso | eng | pt_PT |
dc.peerreviewed | yes | pt_PT |
dc.publisher | ELSEVIER SCI LTD | pt_PT |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0263823115300513 | pt_PT |
dc.subject | Multiobjective optimization | pt_PT |
dc.subject | Cold-formed steel | pt_PT |
dc.subject | Maximum strength | pt_PT |
dc.subject | Local buckling | pt_PT |
dc.subject | Global (flexural) buckling | pt_PT |
dc.subject | Distortional buckling | pt_PT |
dc.title | Multiobjective optimization of cold-formed steel columns | pt_PT |
dc.type | journal article | |
dspace.entity.type | Publication | |
oaire.awardURI | info:eu-repo/grantAgreement/FCT/5876/UID%2FEMS%2F50022%2F2013/PT | |
oaire.citation.endPage | 38 | pt_PT |
oaire.citation.startPage | 29 | pt_PT |
oaire.citation.volume | 96 | pt_PT |
oaire.fundingStream | 5876 | |
person.familyName | Madeira | |
person.givenName | Jose Firmino Aguilar | |
person.identifier.ciencia-id | 6F1E-DCF0-D6EC | |
person.identifier.orcid | 0000-0001-9523-3808 | |
person.identifier.rid | N-6918-2016 | |
person.identifier.scopus-author-id | 7003405549 | |
project.funder.identifier | http://doi.org/10.13039/501100001871 | |
project.funder.name | Fundação para a Ciência e a Tecnologia | |
rcaap.rights | closedAccess | pt_PT |
rcaap.type | article | pt_PT |
relation.isAuthorOfPublication | d495619a-a6ab-4ff5-8e70-3a1351f934dc | |
relation.isAuthorOfPublication.latestForDiscovery | d495619a-a6ab-4ff5-8e70-3a1351f934dc | |
relation.isProjectOfPublication | c26dd8c5-b8c9-4ac6-8579-78539a14c943 | |
relation.isProjectOfPublication.latestForDiscovery | c26dd8c5-b8c9-4ac6-8579-78539a14c943 |
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