Numerical analysis of composite steel and concrete beams exposed to fire

Abstract This article focuses on numerical thermos-structural behavior evaluation of composite steel and concrete beams under fire conditions. Several models of composite beams are analyzed, changing the following parameters: steel beam, span length, load level, slab thickness, concrete and steel st...

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Main Authors: Carlos Emerick Nunes, Macksuel Soares de Azevedo
Format: Article
Language:English
Published: Fundação Gorceix 2025-01-01
Series:REM: International Engineering Journal
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2025000100201&lng=en&tlng=en
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author Carlos Emerick Nunes
Macksuel Soares de Azevedo
author_facet Carlos Emerick Nunes
Macksuel Soares de Azevedo
author_sort Carlos Emerick Nunes
collection DOAJ
description Abstract This article focuses on numerical thermos-structural behavior evaluation of composite steel and concrete beams under fire conditions. Several models of composite beams are analyzed, changing the following parameters: steel beam, span length, load level, slab thickness, concrete and steel strength. The numerical models, validated by experimental results of other authors, were developed using the finite element method on software ANSYS and the language APDL. It was observed that the structural load level is the main parameter that affects the structural behavior of composite steel and concrete beams under fire conditions.
format Article
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institution Kabale University
issn 2448-167X
language English
publishDate 2025-01-01
publisher Fundação Gorceix
record_format Article
series REM: International Engineering Journal
spelling doaj-art-069faf6892ab4bc18fd219438934dd912025-01-14T07:38:06ZengFundação GorceixREM: International Engineering Journal2448-167X2025-01-0178110.1590/0370-44672023780085Numerical analysis of composite steel and concrete beams exposed to fireCarlos Emerick Nuneshttps://orcid.org/0009-0003-0569-9439Macksuel Soares de Azevedohttps://orcid.org/0000-0003-3011-3420Abstract This article focuses on numerical thermos-structural behavior evaluation of composite steel and concrete beams under fire conditions. Several models of composite beams are analyzed, changing the following parameters: steel beam, span length, load level, slab thickness, concrete and steel strength. The numerical models, validated by experimental results of other authors, were developed using the finite element method on software ANSYS and the language APDL. It was observed that the structural load level is the main parameter that affects the structural behavior of composite steel and concrete beams under fire conditions.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2025000100201&lng=en&tlng=encomposite beamfirenumerical analysisthermal analysisthermos-structural analysis.
spellingShingle Carlos Emerick Nunes
Macksuel Soares de Azevedo
Numerical analysis of composite steel and concrete beams exposed to fire
REM: International Engineering Journal
composite beam
fire
numerical analysis
thermal analysis
thermos-structural analysis.
title Numerical analysis of composite steel and concrete beams exposed to fire
title_full Numerical analysis of composite steel and concrete beams exposed to fire
title_fullStr Numerical analysis of composite steel and concrete beams exposed to fire
title_full_unstemmed Numerical analysis of composite steel and concrete beams exposed to fire
title_short Numerical analysis of composite steel and concrete beams exposed to fire
title_sort numerical analysis of composite steel and concrete beams exposed to fire
topic composite beam
fire
numerical analysis
thermal analysis
thermos-structural analysis.
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2448-167X2025000100201&lng=en&tlng=en
work_keys_str_mv AT carlosemericknunes numericalanalysisofcompositesteelandconcretebeamsexposedtofire
AT macksuelsoaresdeazevedo numericalanalysisofcompositesteelandconcretebeamsexposedtofire