About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams

Detalhes bibliográficos
Autor(a) principal: ROMAGNOLI,L. C.
Data de Publicação: 2018
Outros Autores: SILVA,V. P.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista IBRACON de Estruturas e Materiais
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200296
Resumo: Abstract The behavior under fire conditions of composite steel and concrete beams, not subjected to local buckling (compact steel profile), was studied considering the support rotational stiffness provided by the upper longitudinal slab reinforcement, usually present by means of anti-cracking meshes, and restriction of the steel profile’s lower flange, additional procedure required for development of the support bending moment resistance. Usually composite beams at room temperature are designed as simply supported and the semi-rigidity provided by this longitudinal reinforcement, if considered under fire conditions, may lead to a lower cost solution for fire protection of composite beams. The purpose of this study is to verify the viability of this proposal, using simplified design code methods.
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spelling About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beamsfirecomposite steel concrete beamsemi-continuousAbstract The behavior under fire conditions of composite steel and concrete beams, not subjected to local buckling (compact steel profile), was studied considering the support rotational stiffness provided by the upper longitudinal slab reinforcement, usually present by means of anti-cracking meshes, and restriction of the steel profile’s lower flange, additional procedure required for development of the support bending moment resistance. Usually composite beams at room temperature are designed as simply supported and the semi-rigidity provided by this longitudinal reinforcement, if considered under fire conditions, may lead to a lower cost solution for fire protection of composite beams. The purpose of this study is to verify the viability of this proposal, using simplified design code methods.IBRACON - Instituto Brasileiro do Concreto2018-04-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200296Revista IBRACON de Estruturas e Materiais v.11 n.2 2018reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952018000200005info:eu-repo/semantics/openAccessROMAGNOLI,L. C.SILVA,V. P.eng2018-05-24T00:00:00Zoai:scielo:S1983-41952018000200296Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2018-05-24T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
title About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
spellingShingle About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
ROMAGNOLI,L. C.
fire
composite steel concrete beam
semi-continuous
title_short About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
title_full About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
title_fullStr About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
title_full_unstemmed About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
title_sort About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
author ROMAGNOLI,L. C.
author_facet ROMAGNOLI,L. C.
SILVA,V. P.
author_role author
author2 SILVA,V. P.
author2_role author
dc.contributor.author.fl_str_mv ROMAGNOLI,L. C.
SILVA,V. P.
dc.subject.por.fl_str_mv fire
composite steel concrete beam
semi-continuous
topic fire
composite steel concrete beam
semi-continuous
description Abstract The behavior under fire conditions of composite steel and concrete beams, not subjected to local buckling (compact steel profile), was studied considering the support rotational stiffness provided by the upper longitudinal slab reinforcement, usually present by means of anti-cracking meshes, and restriction of the steel profile’s lower flange, additional procedure required for development of the support bending moment resistance. Usually composite beams at room temperature are designed as simply supported and the semi-rigidity provided by this longitudinal reinforcement, if considered under fire conditions, may lead to a lower cost solution for fire protection of composite beams. The purpose of this study is to verify the viability of this proposal, using simplified design code methods.
publishDate 2018
dc.date.none.fl_str_mv 2018-04-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200296
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952018000200296
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952018000200005
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
dc.source.none.fl_str_mv Revista IBRACON de Estruturas e Materiais v.11 n.2 2018
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
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instname_str Instituto Brasileiro do Concreto (IBRACON)
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reponame_str Revista IBRACON de Estruturas e Materiais
collection Revista IBRACON de Estruturas e Materiais
repository.name.fl_str_mv Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)
repository.mail.fl_str_mv editores.riem@gmail.com||arlene@ibracon.org.br
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