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Numerical analysis of instability failure modes of cellular steel beams in fire conditions

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Resumo:Beams with long spans are increasingly used in the steel building constructions and usually are used with openings for technical equipment and ventilations systems cut in their web. These elements are structural steel beams that are deeper than normal rolled sections, with distributed circular openings, or other like squared or hexagonal, that are produced by cutting and welding hot rolled steel sections (Westok method). The split halves are then offset and welded together to form a deeper beam with full circular or hexagonal shaped web openings. This method reduces the floor height and therefore the overall height of building.
Autores principais:Mesquita, L.M.R.
Outros Autores:Silva, Jaqueline; Dalcana, Paola Regina
Assunto:Cellular beams Fire conditions Numerical Analysis Global buckling Local buckling Lateral torsional buckling
Ano:2019
País:Portugal
Tipo de documento:documento de conferência
Tipo de acesso:acesso aberto
Instituição associada:Instituto Politécnico de Bragança
Idioma:inglês
Origem:Biblioteca Digital do IPB
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author Mesquita, L.M.R.
author2 Silva, Jaqueline
Dalcana, Paola Regina
author2_role author
author
author_facet Mesquita, L.M.R.
Silva, Jaqueline
Dalcana, Paola Regina
author_role author
contributor_name_str_mv Biblioteca Digital do IPB
country_str PT
creators_json_txt [{\"Person.name\":\"Mesquita, L.M.R.\",\"Person.identifier.orcid\":\"0000-0002-2385-4282\"},{\"Person.name\":\"Silva, Jaqueline\"},{\"Person.name\":\"Dalcana, Paola Regina\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Biblioteca Digital do IPB
datacite.creators.creator.creatorName.fl_str_mv Mesquita, L.M.R.
Silva, Jaqueline
Dalcana, Paola Regina
datacite.date.Accepted.fl_str_mv 2019-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2023-03-09T12:03:38Z
datacite.date.embargoed.fl_str_mv 2023-03-09T12:03:38Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Cellular beams
Fire conditions
Numerical Analysis
Global buckling
Local buckling
Lateral torsional buckling
datacite.titles.title.fl_str_mv Numerical analysis of instability failure modes of cellular steel beams in fire conditions
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.creator.none.fl_str_mv Mesquita, L.M.R.
Silva, Jaqueline
Dalcana, Paola Regina
dc.date.Accepted.fl_str_mv 2019-01-01T00:00:00Z
dc.date.available.fl_str_mv 2023-03-09T12:03:38Z
dc.date.embargoed.fl_str_mv 2023-03-09T12:03:38Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://hdl.handle.net/10198/27576
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 Cellular beams
Fire conditions
Numerical Analysis
Global buckling
Local buckling
Lateral torsional buckling
dc.title.fl_str_mv Numerical analysis of instability failure modes of cellular steel beams in fire conditions
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_c94f
description Beams with long spans are increasingly used in the steel building constructions and usually are used with openings for technical equipment and ventilations systems cut in their web. These elements are structural steel beams that are deeper than normal rolled sections, with distributed circular openings, or other like squared or hexagonal, that are produced by cutting and welding hot rolled steel sections (Westok method). The split halves are then offset and welded together to form a deeper beam with full circular or hexagonal shaped web openings. This method reduces the floor height and therefore the overall height of building.
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eu_rights_str_mv openAccess
format conferenceObject
fulltext.url.fl_str_mv https://bibliotecadigital.ipb.pt/bitstreams/572917cd-457a-4284-8076-68f956c052a6/download
id ipb_b9ff799cfe987fbc736f7e3b29d0f7cd
identifier.url.fl_str_mv http://hdl.handle.net/10198/27576
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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:10198/27576
organization_str_mv urn:organizationAcronym:ipb
person_str_mv Mesquita, L.M.R.
Mesquita, L.M.R.
https://www.ciencia-id.pt/401E-2FEC-8303
401E-2FEC-8303
http://orcid.org/0000-0002-2385-4282
0000-0002-2385-4282
Silva, Jaqueline
Dalcana, Paola Regina
publishDate 2019
reponame_str Biblioteca Digital do IPB
repository_id_str urn:repositoryAcronym:ipb
service_str_mv urn:repositoryAcronym:ipb
spelling engpt_PTBeams with long spans are increasingly used in the steel building constructions and usually are used with openings for technical equipment and ventilations systems cut in their web. These elements are structural steel beams that are deeper than normal rolled sections, with distributed circular openings, or other like squared or hexagonal, that are produced by cutting and welding hot rolled steel sections (Westok method). The split halves are then offset and welded together to form a deeper beam with full circular or hexagonal shaped web openings. This method reduces the floor height and therefore the overall height of building.application/pdfpt_PTNumerical analysis of instability failure modes of cellular steel beams in fire conditionsPersonalMesquita, L.M.R.DSpacehttp://dspace.org/items/3d08baba-b032-42c4-8244-94672c4611a1DSpacehttp://dspace.org/items/3d08baba-b032-42c4-8244-94672c4611a1MesquitaLuís M.R.Ciência IDhttps://www.ciencia-id.pt401E-2FEC-8303ORCIDhttp://orcid.org0000-0002-2385-4282Researcher IDhttps://www.researcherid.comF-2269-2010Scopus Author IDhttps://www.scopus.com8585923500Silva, JaquelineDalcana, Paola ReginaHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.pt2023-03-09T12:03:38Z20192019-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/27576http://purl.org/coar/access_right/c_abf2open accessCellular beamsFire conditionsNumerical AnalysisGlobal bucklingLocal bucklingLateral torsional buckling104098 bytesother research producthttp://purl.org/coar/resource_type/c_c94fconference object2019http://creativecommons.org/licenses/by/4.0/http://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/572917cd-457a-4284-8076-68f956c052a6/downloadCMN 2019 – Congresso de Métodos Numéricos em EngenhariaUniversidade do Minho
spellingShingle Numerical analysis of instability failure modes of cellular steel beams in fire conditions
Mesquita, L.M.R.
Cellular beams
Fire conditions
Numerical Analysis
Global buckling
Local buckling
Lateral torsional buckling
status SINGLETON
subject.fl_str_mv Cellular beams
Fire conditions
Numerical Analysis
Global buckling
Local buckling
Lateral torsional buckling
title Numerical analysis of instability failure modes of cellular steel beams in fire conditions
title_full Numerical analysis of instability failure modes of cellular steel beams in fire conditions
title_fullStr Numerical analysis of instability failure modes of cellular steel beams in fire conditions
title_full_unstemmed Numerical analysis of instability failure modes of cellular steel beams in fire conditions
title_short Numerical analysis of instability failure modes of cellular steel beams in fire conditions
title_sort Numerical analysis of instability failure modes of cellular steel beams in fire conditions
topic Cellular beams
Fire conditions
Numerical Analysis
Global buckling
Local buckling
Lateral torsional buckling
topic_facet Cellular beams
Fire conditions
Numerical Analysis
Global buckling
Local buckling
Lateral torsional buckling
url http://hdl.handle.net/10198/27576
visible 1