Publication
Numerical analysis of cellular steel beams failure modes in fire conditions
| dc.contributor.author | Silva, Jaqueline Alves da | |
| dc.contributor.author | Dalcana, Paola Regina | |
| dc.contributor.author | Mesquita, L.M.R. | |
| dc.date.accessioned | 2019-12-05T15:31:43Z | |
| dc.date.available | 2019-12-05T15:31:43Z | |
| dc.date.issued | 2020 | |
| dc.description.abstract | Cellular Beams with long spans are increasingly used in the steel building constructions and usually are used with openings for technical equipment and ventilations systems cut in their web. These elements are deeper than normal rolled sections, with distributed circular openings, or other like squared or hexagonal, produced by cutting and welding hot rolled steel sections. Cellular beams in fire conditions may collapse by local buckling instability of the web-post between the openings, lateral torsional buckling or by Vierendeel bending at the openings. This behavior is analyzed and evaluated by a numerical method, using the finite element method, considering geometrically and material nonlinear simulations. A parametric analysis is performed for different cellular beams, considering the variation of: (i) different cross sections; (ii) web post widths; (iii) hole diameter to the section height ratios and (iv) distance between holes. Additionally the residual stress influence in the moment resistance is analyzed considering different distributions. | pt_PT |
| dc.description.version | info:eu-repo/semantics/publishedVersion | pt_PT |
| dc.identifier.citation | Numerical analysis of cellular steel beams failure modes in fire conditions. In Iberian-Latin-American Congress on Fire Safety. Springer. p. 78-92. ISBN 978-3-030-3624 | pt_PT |
| dc.identifier.doi | 10.1007/978-3-030-36240-9_6 | pt_PT |
| dc.identifier.uri | http://hdl.handle.net/10198/19890 | |
| dc.language.iso | eng | pt_PT |
| dc.peerreviewed | yes | pt_PT |
| dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | pt_PT |
| dc.subject | Celliular beams | pt_PT |
| dc.subject | Fire conditions | pt_PT |
| dc.subject | Numerical analysis | pt_PT |
| dc.subject | Global bukling | pt_PT |
| dc.subject | Local bukling | pt_PT |
| dc.subject | Lateral torsional bukling | pt_PT |
| dc.title | Numerical analysis of cellular steel beams failure modes in fire conditions | pt_PT |
| dc.type | conference paper | |
| dspace.entity.type | Publication | |
| oaire.citation.endPage | 92 | pt_PT |
| oaire.citation.startPage | 78 | pt_PT |
| oaire.citation.title | Advances in Fire Safety Engineering | pt_PT |
| oaire.citation.volume | 1 | pt_PT |
| person.familyName | Mesquita | |
| person.givenName | Luís M.R. | |
| person.identifier | 1339117 | |
| person.identifier.ciencia-id | 401E-2FEC-8303 | |
| person.identifier.orcid | 0000-0002-2385-4282 | |
| person.identifier.rid | F-2269-2010 | |
| person.identifier.scopus-author-id | 8585923500 | |
| rcaap.rights | restrictedAccess | pt_PT |
| rcaap.type | conferenceObject | pt_PT |
| relation.isAuthorOfPublication | 3d08baba-b032-42c4-8244-94672c4611a1 | |
| relation.isAuthorOfPublication.latestForDiscovery | 3d08baba-b032-42c4-8244-94672c4611a1 |