Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions

Detalhes bibliográficos
Autor(a) principal: Romagnoli,Lucas Coscia
Data de Publicação: 2020
Outros Autores: Silva,Valdir Pignatta e
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=S1983-41952020000500208
Resumo: abstract: To evaluate the behavior of semi-continuous composite beams in fire, six finite elements numerical models with several steel profiles and slab dimensions were developed in ABAQUS software. The models took into account several behaviors usually suppressed in simplified analyzes such as: geometric and materials non-linearity properties and thermal expansion effects, including indirect stresses. Three support conditions were analyzed: simply supported (axial released), axial restrained and semi-continuous, totaling 18 analyzes. The different support conditions results were compared to each other and to the fire resistance time designed by simplified methods, which followed design code recommendations.
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spelling Numerical analysis of composite steel and concrete beams subjected to fire under different support conditionsfirecomposite steel concrete beamsemi-continuousnumerical analysisabstract: To evaluate the behavior of semi-continuous composite beams in fire, six finite elements numerical models with several steel profiles and slab dimensions were developed in ABAQUS software. The models took into account several behaviors usually suppressed in simplified analyzes such as: geometric and materials non-linearity properties and thermal expansion effects, including indirect stresses. Three support conditions were analyzed: simply supported (axial released), axial restrained and semi-continuous, totaling 18 analyzes. The different support conditions results were compared to each other and to the fire resistance time designed by simplified methods, which followed design code recommendations.IBRACON - Instituto Brasileiro do Concreto2020-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952020000500208Revista IBRACON de Estruturas e Materiais v.13 n.5 2020reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952020000500013info:eu-repo/semantics/openAccessRomagnoli,Lucas CosciaSilva,Valdir Pignatta eeng2020-09-23T00:00:00Zoai:scielo:S1983-41952020000500208Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2020-09-23T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
title Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
spellingShingle Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
Romagnoli,Lucas Coscia
fire
composite steel concrete beam
semi-continuous
numerical analysis
title_short Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
title_full Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
title_fullStr Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
title_full_unstemmed Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
title_sort Numerical analysis of composite steel and concrete beams subjected to fire under different support conditions
author Romagnoli,Lucas Coscia
author_facet Romagnoli,Lucas Coscia
Silva,Valdir Pignatta e
author_role author
author2 Silva,Valdir Pignatta e
author2_role author
dc.contributor.author.fl_str_mv Romagnoli,Lucas Coscia
Silva,Valdir Pignatta e
dc.subject.por.fl_str_mv fire
composite steel concrete beam
semi-continuous
numerical analysis
topic fire
composite steel concrete beam
semi-continuous
numerical analysis
description abstract: To evaluate the behavior of semi-continuous composite beams in fire, six finite elements numerical models with several steel profiles and slab dimensions were developed in ABAQUS software. The models took into account several behaviors usually suppressed in simplified analyzes such as: geometric and materials non-linearity properties and thermal expansion effects, including indirect stresses. Three support conditions were analyzed: simply supported (axial released), axial restrained and semi-continuous, totaling 18 analyzes. The different support conditions results were compared to each other and to the fire resistance time designed by simplified methods, which followed design code recommendations.
publishDate 2020
dc.date.none.fl_str_mv 2020-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952020000500208
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dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952020000500013
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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.13 n.5 2020
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reponame_str Revista IBRACON de Estruturas e Materiais
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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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