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

Balsa, Carlos; Santos, Lucas Manoel Cunha; Piloto, P.A.G.; Kimura, Érica Fernanda Aiko

Publication

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

2019Conference paper

dc.contributor.author	Balsa, Carlos
dc.contributor.author	Santos, Lucas Manoel Cunha
dc.contributor.author	Piloto, P.A.G.
dc.contributor.author	Kimura, Érica Fernanda Aiko
dc.date.accessioned	2019-11-25T14:47:30Z
dc.date.available	2019-11-25T14:47:30Z
dc.date.issued	2019
dc.description.abstract	consists of cold-formed profiled steel deck which acts as a permanent formwork to the concrete topping. Normally, this composite solution requires the addition of other components such as steel rebars (placed within the ribs) for positive bending and steel mesh for negative bending, preventing cracks in concrete, see Figure 1. Due to the external reinforcement provided by the steel deck, composite slabs generally require less additional reinforcement and less concrete as well, resulting in slender slabs. In addition, the reduction of the construction time, elimination or reduction of struts and the simplicity of installation, are other advantages of composite slabs in comparison to conventional flat concrete slabs. The composite action between the concrete and the steel deck is generally achieved by indentations or embossments in the steel deck.	pt_PT
dc.description.version	info:eu-repo/semantics/publishedVersion	pt_PT
dc.identifier.citation	Balsa, Carlos; Santos, Lucas; Piloto, P.A.G.; Kimura, Érica (2019) . Effect of the load level in the fire resistance of composite slab with steel decking. In 5th Iberian-Latin-American Congress on Fire Safety – CILASCI 5. Porto, Portugal. p. 385-400. ISBN 978-989-97210-3-6	pt_PT
dc.identifier.isbn	978-989-97210-3-6
dc.identifier.uri	http://hdl.handle.net/10198/19845
dc.language.iso	eng	pt_PT
dc.peerreviewed	yes	pt_PT
dc.publisher	ALBRASCI - Luso Brazilian Association for Fire Safety	pt_PT
dc.rights.uri	http://creativecommons.org/licenses/by/4.0/	pt_PT
dc.subject	Composite slabs	pt_PT
dc.subject	Fire resistance	pt_PT
dc.subject	Experimental tests	pt_PT
dc.subject	Numerical validation	pt_PT
dc.subject	Standard fire	pt_PT
dc.title	Effect of the load level in the fire resistance of composite slab with steel decking	pt_PT
dc.type	conference paper
dspace.entity.type	Publication
oaire.citation.conferencePlace	Porto	pt_PT
oaire.citation.endPage	400	pt_PT
oaire.citation.startPage	385	pt_PT
oaire.citation.title	5th IBERIAN-LATIN-AMERICAN CONGRESS ON FIRE SAFETY	pt_PT
person.familyName	Balsa
person.familyName	Piloto
person.givenName	Carlos
person.givenName	Paulo A.G.
person.identifier	1721518
person.identifier.ciencia-id	DE1E-2F7A-AAB1
person.identifier.ciencia-id	0519-449D-6F13
person.identifier.orcid	0000-0003-2431-8665
person.identifier.orcid	0000-0003-2834-0501
person.identifier.rid	M-8735-2013
person.identifier.rid	B-4866-2008
person.identifier.scopus-author-id	23391719100
person.identifier.scopus-author-id	6506406159
rcaap.rights	openAccess	pt_PT
rcaap.type	conferenceObject	pt_PT
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