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Partially encased section: strength and stiffness under fire conditions

dc.contributor.authorPiloto, P.A.G.
dc.contributor.authorAlmeida, David
dc.contributor.authorRamos Gavilán, Ana Belén
dc.contributor.authorMesquita, L.M.R.
dc.date.accessioned2018-04-09T08:01:58Z
dc.date.available2018-04-09T08:01:58Z
dc.date.issued2015
dc.description.abstractFire resistance of partially encased sections (HEB and IPE) depends on the temperature evolution during fire exposure. Eurocode 4, part 1.2 [1], proposes the assessment of the cross section using the method of the four components under fire (flanges, web, concrete and reinforcement). This study aims to assess the balanced summation model of Eurocode (informative annex G) with respect to the plastic resistance to axial compression and the effective flexural stiffness of the cross section with respect to the weak axis. New formulae will be proposed to evaluate fire resistance, based on new simple formulas to determine the flange average temperature, the residual height and average temperature of the web, the residual cross section and average temperature of concrete, the reduced stiffness and strength of reinforcement. The advance calculation method was used to validate new and safe formulae, based on the analysis of the cross section totally engulfed in fire.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationPiloto, P.A.G.; Almeida, David; Ramos-Gavilán, Ana.; Mesquita, L.M.R. (2015). Partially encased section: strength and stiffness under fire conditions. In IFireSS – International Fire Safety Symposium. University of Coimbra, Portugalpt_PT
dc.identifier.issn978-989-98435-5-4
dc.identifier.urihttp://hdl.handle.net/10198/16749
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectPartially encased sectionspt_PT
dc.subjectFire resistancept_PT
dc.subjectSimplified calculation methodspt_PT
dc.subjectAdvanced calculation methodspt_PT
dc.titlePartially encased section: strength and stiffness under fire conditionspt_PT
dc.typeconference paper
dspace.entity.typePublication
oaire.citation.conferencePlaceUniversity of Coimbra, Portugalpt_PT
oaire.citation.titleIFireSS – International Fire Safety Symposiumpt_PT
person.familyNamePiloto
person.familyNameMesquita
person.givenNamePaulo A.G.
person.givenNameLuís M.R.
person.identifier1339117
person.identifier.ciencia-id0519-449D-6F13
person.identifier.ciencia-id401E-2FEC-8303
person.identifier.orcid0000-0003-2834-0501
person.identifier.orcid0000-0002-2385-4282
person.identifier.ridB-4866-2008
person.identifier.ridF-2269-2010
person.identifier.scopus-author-id6506406159
person.identifier.scopus-author-id8585923500
rcaap.rightsopenAccesspt_PT
rcaap.typeconferenceObjectpt_PT
relation.isAuthorOfPublicationbaaee084-ab97-4c95-b636-24ab6bab0e3e
relation.isAuthorOfPublication3d08baba-b032-42c4-8244-94672c4611a1
relation.isAuthorOfPublication.latestForDiscovery3d08baba-b032-42c4-8244-94672c4611a1

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