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Fire performance of non‐load‐bearing double‐stud light steel frame walls: experimental tests, numerical simulation, and simplified method

dc.contributor.authorAlves, Matheus Henrique
dc.contributor.authorConstantini, Giada
dc.contributor.authorIanni, A.
dc.contributor.authorKimura, Érica Fernanda Aiko
dc.contributor.authorMeda, Alberto
dc.contributor.authorPiloto, P.A.G.
dc.date.accessioned2023-03-07T11:35:27Z
dc.date.available2023-03-07T11:35:27Z
dc.date.issued2021
dc.description.abstractDouble-stud light steel frame (LSF) walls provide an enhanced insulation performance when exposed to fire conditions. However, the behavior of different configurations of such assemblies under fire is not well understood. Thus, this study aimed to assess the fire resistance of non-load-bearing double-stud LSF walls subjected to ISO834 standard fire. The walls were lined with one or two type F gypsum plasterboards on each side, using cavity uninsulated or insulated with ceramic fiber. The experimental tests revealed that a wider cavity slows the heat transfer through the cross-section, delaying the temperature rise on the unexposed surfaces. The use of ceramic fiber insulation substantially increases the fire resistance of the wall and when the cavity is partially filled with this material, if the blanket is placed towards the exposed side, enhanced insulation fire resistance is achieved. Based on the finite element method, a numerical validation was conducted using a special hybrid approach that used experimental temperature values inside the cavities or insulation blankets. This approximation was essential to improve the numerical results. Also, the employment of an air layer, located at specific regions of the models, helped to improve the numerical results, introducing an extra thermal resistance. A new simplified approach was proposed based on the improved design model available in the literature, and the results obtained are consistent with the experimental results. The predicted insulation fire resistance of the numerical and simplified methods agreed well with the experimental results and useful information is supplied to support further numerical and experimental studies.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationAlves, M.H.; Constantini, G.; Ianni, A.; Kimura, E.F.A.; Meda, Alberto; Piloto, P.A.G. (2021). Fire performance of non‐load‐bearing double‐stud light steel frame walls: experimental tests, numerical simulation, and simplified method. Fire and Materials. 46:1, p. 227-250pt_PT
dc.identifier.doi10.1002/fam.2969pt_PT
dc.identifier.urihttp://hdl.handle.net/10198/27512
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectExperimental testspt_PT
dc.subjectFire resistancept_PT
dc.subjectLSF wallspt_PT
dc.subjectNumerical validationpt_PT
dc.subjectSimplified analytical methodpt_PT
dc.titleFire performance of non‐load‐bearing double‐stud light steel frame walls: experimental tests, numerical simulation, and simplified methodpt_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage250pt_PT
oaire.citation.issue1pt_PT
oaire.citation.startPage227pt_PT
oaire.citation.titleFire and Materialspt_PT
oaire.citation.volume46pt_PT
person.familyNameAlves
person.familyNamePiloto
person.givenNameMatheus Henrique
person.givenNamePaulo A.G.
person.identifier.ciencia-idDA1E-F1FC-B91E
person.identifier.ciencia-id0519-449D-6F13
person.identifier.orcid0000-0001-8139-6761
person.identifier.orcid0000-0003-2834-0501
person.identifier.ridB-4866-2008
person.identifier.scopus-author-id6506406159
rcaap.rightsrestrictedAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublication589186bc-1902-41dc-b4ff-d6359a028987
relation.isAuthorOfPublicationbaaee084-ab97-4c95-b636-24ab6bab0e3e
relation.isAuthorOfPublication.latestForDiscoverybaaee084-ab97-4c95-b636-24ab6bab0e3e

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