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Thermal behaviour of rebars and steel deck components of composite slabs under natural fire

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Resumo:Most of the studies involving composite slabs under fire follow the standard fire scenario described by the ISO 834 curve, disregarding the cooling-phase. However, recent studies show that this phase is equally important, as it can lead to the collapse of the structure. Therefore, the present research carried out a parametric study, using numerical models, validated through experimental tests, to evaluate the thermal behaviour of the composite slabs components under natural fire. The results showed that the maximum temperatures in the reinforcement bars occur during the cooling-phase, reaching temperatures up to 300% higher than at the heating-phase, on the steel deck occur at the end of heating, and that the concrete thickness above the steel deck influences the temperature of these components. Also, during the cooling-phase, a “heat bubble” effect is observed on the ribs of the composite slabs, where the reinforcement bars are normally placed. These results highlight the importance of considering different natural fire scenarios, in the structural performance and safety of composite slabs, since during the cooling-phase there is still heat transfer between the elements, which can lead to slab failure. New parameters are proposed to find the temperature of each component for different fire ratings.
Autores principais:Alencar Filho, Marcílio Mariano
Outros Autores:Piloto, Paulo A.G.; Balsa, Carlos
Assunto:Natural fire Fire resistance Composite slab Steel deck Numerical model
Ano:2022
País:Portugal
Tipo de documento:artigo
Tipo de acesso:acesso aberto
Instituição associada:Instituto Politécnico de Bragança
Idioma:inglês
Origem:Biblioteca Digital do IPB
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author Alencar Filho, Marcílio Mariano
author2 Piloto, Paulo A.G.
Balsa, Carlos
author2_role author
author
author_facet Alencar Filho, Marcílio Mariano
Piloto, Paulo A.G.
Balsa, Carlos
author_role author
contributor_name_str_mv Biblioteca Digital do IPB
country_str PT
creators_json_txt [{\"Person.name\":\"Alencar Filho, Marcílio Mariano\"},{\"Person.name\":\"Piloto, Paulo A.G.\",\"Person.identifier.orcid\":\"0000-0003-2834-0501\"},{\"Person.name\":\"Balsa, Carlos\",\"Person.identifier.orcid\":\"0000-0003-2431-8665\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Biblioteca Digital do IPB
datacite.creators.creator.creatorName.fl_str_mv Alencar Filho, Marcílio Mariano
Piloto, Paulo A.G.
Balsa, Carlos
datacite.date.Accepted.fl_str_mv 2022-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2023-01-17T12:11:19Z
datacite.date.embargoed.fl_str_mv 2023-01-17T12:11:19Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Natural fire
Fire resistance
Composite slab
Steel deck
Numerical model
datacite.titles.title.fl_str_mv Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.creator.none.fl_str_mv Alencar Filho, Marcílio Mariano
Piloto, Paulo A.G.
Balsa, Carlos
dc.date.Accepted.fl_str_mv 2022-01-01T00:00:00Z
dc.date.available.fl_str_mv 2023-01-17T12:11:19Z
dc.date.embargoed.fl_str_mv 2023-01-17T12:11:19Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://hdl.handle.net/10198/26568
dc.language.none.fl_str_mv eng
dc.rights.cclincense.fl_str_mv http://creativecommons.org/licenses/by/4.0/
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Natural fire
Fire resistance
Composite slab
Steel deck
Numerical model
dc.title.fl_str_mv Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
description Most of the studies involving composite slabs under fire follow the standard fire scenario described by the ISO 834 curve, disregarding the cooling-phase. However, recent studies show that this phase is equally important, as it can lead to the collapse of the structure. Therefore, the present research carried out a parametric study, using numerical models, validated through experimental tests, to evaluate the thermal behaviour of the composite slabs components under natural fire. The results showed that the maximum temperatures in the reinforcement bars occur during the cooling-phase, reaching temperatures up to 300% higher than at the heating-phase, on the steel deck occur at the end of heating, and that the concrete thickness above the steel deck influences the temperature of these components. Also, during the cooling-phase, a “heat bubble” effect is observed on the ribs of the composite slabs, where the reinforcement bars are normally placed. These results highlight the importance of considering different natural fire scenarios, in the structural performance and safety of composite slabs, since during the cooling-phase there is still heat transfer between the elements, which can lead to slab failure. New parameters are proposed to find the temperature of each component for different fire ratings.
dirty 0
eu_rights_str_mv openAccess
format article
fulltext.url.fl_str_mv https://bibliotecadigital.ipb.pt/bitstreams/97aa8e0c-c20a-485a-bcfc-33ef54df1b72/download
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oai_identifier_str oai:bibliotecadigital.ipb.pt:10198/26568
organization_str_mv urn:organizationAcronym:ipb
person_str_mv Alencar Filho, Marcílio Mariano
Piloto, Paulo A.G.
Piloto, Paulo A.G.
https://www.ciencia-id.pt/0519-449D-6F13
0519-449D-6F13
http://orcid.org/0000-0003-2834-0501
0000-0003-2834-0501
Balsa, Carlos
Balsa, Carlos
https://www.ciencia-id.pt/DE1E-2F7A-AAB1
DE1E-2F7A-AAB1
http://orcid.org/0000-0003-2431-8665
0000-0003-2431-8665
publishDate 2022
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spelling engpt_PTMost of the studies involving composite slabs under fire follow the standard fire scenario described by the ISO 834 curve, disregarding the cooling-phase. However, recent studies show that this phase is equally important, as it can lead to the collapse of the structure. Therefore, the present research carried out a parametric study, using numerical models, validated through experimental tests, to evaluate the thermal behaviour of the composite slabs components under natural fire. The results showed that the maximum temperatures in the reinforcement bars occur during the cooling-phase, reaching temperatures up to 300% higher than at the heating-phase, on the steel deck occur at the end of heating, and that the concrete thickness above the steel deck influences the temperature of these components. Also, during the cooling-phase, a “heat bubble” effect is observed on the ribs of the composite slabs, where the reinforcement bars are normally placed. These results highlight the importance of considering different natural fire scenarios, in the structural performance and safety of composite slabs, since during the cooling-phase there is still heat transfer between the elements, which can lead to slab failure. New parameters are proposed to find the temperature of each component for different fire ratings.application/pdfpt_PTThermal behaviour of rebars and steel deck components of composite slabs under natural fireAlencar Filho, Marcílio MarianoPersonalPiloto, Paulo A.G.DSpacehttp://dspace.org/items/baaee084-ab97-4c95-b636-24ab6bab0e3eDSpacehttp://dspace.org/items/baaee084-ab97-4c95-b636-24ab6bab0e3ePilotoPaulo A.G.Ciência IDhttps://www.ciencia-id.pt0519-449D-6F13ORCIDhttp://orcid.org0000-0003-2834-0501Researcher IDhttps://www.researcherid.comB-4866-2008Scopus Author IDhttps://www.scopus.com6506406159PersonalBalsa, CarlosDSpacehttp://dspace.org/items/d0e5ccff-9696-4f4f-9567-8d698a6bf17dDSpacehttp://dspace.org/items/d0e5ccff-9696-4f4f-9567-8d698a6bf17dBalsaCarlosCiência IDhttps://www.ciencia-id.ptDE1E-2F7A-AAB1ORCIDhttp://orcid.org0000-0003-2431-8665Researcher IDhttps://www.researcherid.comM-8735-2013Scopus Author IDhttps://www.scopus.com23391719100HostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.ptDOIIsPartOf10.3390/jcs60802322023-01-17T12:11:19Z20222022-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/26568http://purl.org/coar/access_right/c_abf2open accessNatural fireFire resistanceComposite slabSteel deckNumerical model6800073 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal article2022http://creativecommons.org/licenses/by/4.0/http://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/97aa8e0c-c20a-485a-bcfc-33ef54df1b72/downloadJournal of Composites Science68
spellingShingle Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
Alencar Filho, Marcílio Mariano
Natural fire
Fire resistance
Composite slab
Steel deck
Numerical model
status SINGLETON
subject.fl_str_mv Natural fire
Fire resistance
Composite slab
Steel deck
Numerical model
title Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
title_full Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
title_fullStr Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
title_full_unstemmed Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
title_short Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
title_sort Thermal behaviour of rebars and steel deck components of composite slabs under natural fire
topic Natural fire
Fire resistance
Composite slab
Steel deck
Numerical model
topic_facet Natural fire
Fire resistance
Composite slab
Steel deck
Numerical model
url http://hdl.handle.net/10198/26568
visible 1