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New harmonised proposal for the fire resistance of composite slabs with steel deck

datacite.subject.fosEngenharia e Tecnologia::Engenharia Civil
datacite.subject.fosCiências Naturais::Matemáticas
datacite.subject.sdg11:Cidades e Comunidades Sustentáveis
dc.contributor.authorPiloto, Paulo A.G.
dc.contributor.authorBalsa, Carlos
dc.contributor.authorLídia R. S. Lima
dc.date.accessioned2026-03-26T00:28:14Z
dc.date.available2026-03-26T00:28:14Z
dc.date.issued2023
dc.description.abstractThe ability to sustain the load (R) of a composite slab during a fire, requires the calculation of the temperature for each load bearing component. The load bearing components that are affected by the temperature are: the bottom flange of the steel deck, the web, the upper flange and the reinforcing bars. The concrete part is not affected by the temperature. The current version of the EN 1994-1-2 presents one simple calculation method that is based on empirical coefficients to determine the average temperature of each component. The effect of the load needs to be compared with the plastic moment of the composite slab for specific fire ratings 60, 90 and 120 min) for the case of the normal weight concrete. Based on a numerical parametric analysis, a new harmonised proposal is presented, including all the main parameters affecting the fire resistance. This new proposal is even safer than the current version.eng
dc.identifier.citationPilioto, P. A. G.; Balsa, C.; Lima, L.(2023). New Harmonised Proposal for the Fire Resistance of Composite Slabs with Steel Deck . In: Proceedings ICEM20 - 20th International Conference on Experimental Mechanics. INEGI: Porto. ISBN 9789895475674. p.1131-1146
dc.identifier.isbn978-989-54756-7-4
dc.identifier.urihttp://hdl.handle.net/10198/36305
dc.language.isoeng
dc.peerreviewedyes
dc.publisherINEGI-Instituto de Ciência e Inovação em Engenharia Mecânica e Engenharia Industrial
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectComposite slabs
dc.subjectnumerical modelling
dc.subjectfire resistance
dc.subjectMATLAB
dc.titleNew harmonised proposal for the fire resistance of composite slabs with steel deckpor
dc.typeconference paper
dspace.entity.typePublication
oaire.citation.endPage1146
oaire.citation.titleExperimental Mechanics in Engineering and Biomechanics
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
person.familyNamePiloto
person.familyNameBalsa
person.givenNamePaulo A.G.
person.givenNameCarlos
person.identifier1721518
person.identifier.ciencia-id0519-449D-6F13
person.identifier.ciencia-idDE1E-2F7A-AAB1
person.identifier.orcid0000-0003-2834-0501
person.identifier.orcid0000-0003-2431-8665
person.identifier.ridB-4866-2008
person.identifier.ridM-8735-2013
person.identifier.scopus-author-id6506406159
person.identifier.scopus-author-id23391719100
relation.isAuthorOfPublicationbaaee084-ab97-4c95-b636-24ab6bab0e3e
relation.isAuthorOfPublicationd0e5ccff-9696-4f4f-9567-8d698a6bf17d
relation.isAuthorOfPublication.latestForDiscoverybaaee084-ab97-4c95-b636-24ab6bab0e3e

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