Repository logo
 
Publication

Effect of the load level in the fire resistance of composite slab with steel decking

dc.contributor.authorBalsa, Carlos
dc.contributor.authorSantos, Lucas Manoel Cunha
dc.contributor.authorPiloto, P.A.G.
dc.contributor.authorKimura, Érica Fernanda Aiko
dc.date.accessioned2020-03-10T09:39:25Z
dc.date.available2020-03-10T09:39:25Z
dc.date.issued2019
dc.description.abstractThe composite slab with steel decking is widely used in every type of buildings and requires fire resistance, in accordance to regulations and standards. The concrete is usually reinforced with a steel mesh on the top and may also be reinforced using individual rebars. The fire assessment should consider the criterion for stability (R), Integrity (E) and insulation (I). The scope of this investigation concerns the fire rating for the R and I criteria. Numerical simulations with finite elements were developed, using ANSYS, to find out the thermal and mechanical effects of standard fire exposure. The fire resistance criteria for loadbearing (R) depends on the maximum displacement (D) or on the rate of displacement (dD/dt), while the fire resistance for insulation depends on the maximum or average temperatures in the unexposed side. A literature review from different investigations is presented [1] [2]. The results of the numerical simulation are compared with experimental results to validate the model [3]. The results are also compared with the simplified method proposed by Eurocode 4-part 1.2 [4].pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationBalsa, Carlos; Santos, Lucas; Piloto, P.A.G.; Kimura, Érica (2019) . Effect of the load level in the fire resistance of composite slab steel deckling. In I5th Iberian-Latin-American Congress On Fire Safety – CILASCI 5, Porto. ISBN 978-989-97210-4-3pt_PT
dc.identifier.isbn978-989-97210-4-3
dc.identifier.urihttp://hdl.handle.net/10198/20888
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherALBRASCI - Luso Brazilian Association for Fire Safetypt_PT
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.subjectComposite slabspt_PT
dc.subjectFire resistancept_PT
dc.subjectExperimental testspt_PT
dc.subjectNumerical validationpt_PT
dc.titleEffect of the load level in the fire resistance of composite slab with steel deckingpt_PT
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlacePortopt_PT
oaire.citation.endPage80pt_PT
oaire.citation.startPage79pt_PT
oaire.citation.title5º Congresso Ibero.Latino-Americano em segurança Contra Incêndiospt_PT
person.familyNameBalsa
person.familyNamePiloto
person.givenNameCarlos
person.givenNamePaulo A.G.
person.identifier1721518
person.identifier.ciencia-idDE1E-2F7A-AAB1
person.identifier.ciencia-id0519-449D-6F13
person.identifier.orcid0000-0003-2431-8665
person.identifier.orcid0000-0003-2834-0501
person.identifier.ridM-8735-2013
person.identifier.ridB-4866-2008
person.identifier.scopus-author-id23391719100
person.identifier.scopus-author-id6506406159
rcaap.rightsopenAccesspt_PT
rcaap.typeconferenceObjectpt_PT
relation.isAuthorOfPublicationd0e5ccff-9696-4f4f-9567-8d698a6bf17d
relation.isAuthorOfPublicationbaaee084-ab97-4c95-b636-24ab6bab0e3e
relation.isAuthorOfPublication.latestForDiscoverybaaee084-ab97-4c95-b636-24ab6bab0e3e

Files

Original bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
CILASCI2_Abstract.pdf
Size:
490.8 KB
Format:
Adobe Portable Document Format
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.75 KB
Format:
Item-specific license agreed upon to submission
Description: