Publicação
Effect of the load level in the fire resistance of composite slab with steel decking
| Resumo: | 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. |
|---|---|
| Autores principais: | Balsa, Carlos |
| Outros Autores: | Santos, Lucas Manoel Cunha; Piloto, P.A.G.; Kimura, Érica Fernanda Aiko |
| Assunto: | Composite slabs Fire resistance Experimental tests Numerical validation Standard fire |
| Ano: | 2019 |
| País: | Portugal |
| Tipo de documento: | comunicação em conferência |
| Tipo de acesso: | acesso aberto |
| Instituição associada: | Instituto Politécnico de Bragança |
| Idioma: | inglês |
| Origem: | Biblioteca Digital do IPB |
| _version_ | 1867172731650310144 |
|---|---|
| author | Balsa, Carlos |
| author2 | Santos, Lucas Manoel Cunha Piloto, P.A.G. Kimura, Érica Fernanda Aiko |
| author2_role | author author author |
| author_facet | Balsa, Carlos Santos, Lucas Manoel Cunha Piloto, P.A.G. Kimura, Érica Fernanda Aiko |
| author_role | author |
| contributor_name_str_mv | Biblioteca Digital do IPB |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Balsa, Carlos\",\"Person.identifier.orcid\":\"0000-0003-2431-8665\"},{\"Person.name\":\"Santos, Lucas Manoel Cunha\"},{\"Person.name\":\"Piloto, P.A.G.\",\"Person.identifier.orcid\":\"0000-0003-2834-0501\"},{\"Person.name\":\"Kimura, Érica Fernanda Aiko\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | Biblioteca Digital do IPB |
| datacite.creators.creator.creatorName.fl_str_mv | Balsa, Carlos Santos, Lucas Manoel Cunha Piloto, P.A.G. Kimura, Érica Fernanda Aiko |
| datacite.date.Accepted.fl_str_mv | 2019-01-01T00:00:00Z |
| datacite.date.available.fl_str_mv | 2019-11-25T14:47:30Z |
| datacite.date.embargoed.fl_str_mv | 2019-11-25T14:47:30Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| datacite.subjects.subject.fl_str_mv | Composite slabs Fire resistance Experimental tests Numerical validation Standard fire |
| datacite.titles.title.fl_str_mv | Effect of the load level in the fire resistance of composite slab with steel decking |
| dc.contributor.none.fl_str_mv | Biblioteca Digital do IPB |
| dc.creator.none.fl_str_mv | Balsa, Carlos Santos, Lucas Manoel Cunha Piloto, P.A.G. Kimura, Érica Fernanda Aiko |
| dc.date.Accepted.fl_str_mv | 2019-01-01T00:00:00Z |
| dc.date.available.fl_str_mv | 2019-11-25T14:47:30Z |
| dc.date.embargoed.fl_str_mv | 2019-11-25T14:47:30Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | http://hdl.handle.net/10198/19845 |
| dc.language.none.fl_str_mv | eng |
| dc.publisher.none.fl_str_mv | ALBRASCI - Luso Brazilian Association for Fire Safety |
| 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 | Composite slabs Fire resistance Experimental tests Numerical validation Standard fire |
| dc.title.fl_str_mv | Effect of the load level in the fire resistance of composite slab with steel decking |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_5794 |
| description | 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. |
| dirty | 0 |
| eu_rights_str_mv | openAccess |
| format | conferencePaper |
| fulltext.url.fl_str_mv | https://bibliotecadigital.ipb.pt/bitstreams/d83cca1a-dfd5-4efd-a1f9-e513ab4b1184/download |
| id | ipb_6aa2beddcb4c429be2f5d1b9b60ec246 |
| identifier.url.fl_str_mv | http://hdl.handle.net/10198/19845 |
| instacron_str | ipb |
| institution | Instituto Politécnico de Bragança |
| instname_str | Instituto Politécnico de Bragança |
| language | eng |
| network_acronym_str | ipb |
| network_name_str | Biblioteca Digital do IPB |
| oai_identifier_str | oai:bibliotecadigital.ipb.pt:10198/19845 |
| organization_str_mv | urn:organizationAcronym:ipb |
| person_str_mv | 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 Santos, Lucas Manoel Cunha Piloto, P.A.G. Piloto, P.A.G. https://www.ciencia-id.pt/0519-449D-6F13 0519-449D-6F13 http://orcid.org/0000-0003-2834-0501 0000-0003-2834-0501 Kimura, Érica Fernanda Aiko |
| publishDate | 2019 |
| publisher.none.fl_str_mv | ALBRASCI - Luso Brazilian Association for Fire Safety |
| reponame_str | Biblioteca Digital do IPB |
| repository_id_str | urn:repositoryAcronym:ipb |
| service_str_mv | urn:repositoryAcronym:ipb |
| spelling | engALBRASCI - Luso Brazilian Association for Fire Safetypt_PTconsists 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.application/pdfpt_PTEffect of the load level in the fire resistance of composite slab with steel deckingPersonalBalsa, 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.com23391719100Santos, Lucas Manoel CunhaPersonalPiloto, P.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.com6506406159Kimura, Érica Fernanda AikoHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.ptISBNIsPartOf978-989-97210-3-62019-11-25T14:47:30Z20192019-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/19845http://purl.org/coar/access_right/c_abf2open accessComposite slabsFire resistanceExperimental testsNumerical validationStandard fire1708019 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paper2019http://creativecommons.org/licenses/by/4.0/http://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/d83cca1a-dfd5-4efd-a1f9-e513ab4b1184/download5th IBERIAN-LATIN-AMERICAN CONGRESS ON FIRE SAFETY385400Porto |
| spellingShingle | Effect of the load level in the fire resistance of composite slab with steel decking Balsa, Carlos Composite slabs Fire resistance Experimental tests Numerical validation Standard fire |
| status | SINGLETON |
| subject.fl_str_mv | Composite slabs Fire resistance Experimental tests Numerical validation Standard fire |
| title | Effect of the load level in the fire resistance of composite slab with steel decking |
| title_full | Effect of the load level in the fire resistance of composite slab with steel decking |
| title_fullStr | Effect of the load level in the fire resistance of composite slab with steel decking |
| title_full_unstemmed | Effect of the load level in the fire resistance of composite slab with steel decking |
| title_short | Effect of the load level in the fire resistance of composite slab with steel decking |
| title_sort | Effect of the load level in the fire resistance of composite slab with steel decking |
| topic | Composite slabs Fire resistance Experimental tests Numerical validation Standard fire |
| topic_facet | Composite slabs Fire resistance Experimental tests Numerical validation Standard fire |
| url | http://hdl.handle.net/10198/19845 |
| visible | 1 |