Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength

Detalhes bibliográficos
Autor(a) principal: Leal,Davi Fagundes
Data de Publicação: 2021
Outros Autores: Dupim,Rafael Henrique, Munaiar Neto,Jorge, Corrêa,Márcio Roberto Silva
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=S1983-41952021000400209
Resumo: abstract: This paper aims to analyze the thermal behavior and residual mechanical properties of concrete hollow-blocks structural masonry and its component materials in fire situation using experimental investigation. Compression tests were carried out on blocks, prisms and small walls at room temperature and after being exposed for 70 minutes to the ISO 834 Standard Fire. The test at high temperatures was run using a furnace powered by natural gas and instrumented with thermocouples to measure temperatures in the specimens. The influence of the initial concrete strength on masonry behavior was evaluated considering the use of blocks with different strengths at room temperature. In addition, exposure to fire was also investigated considering masonry elements with no coverings and submitted to two different fire exposure conditions: one or both sides. The results indicate a substantial loss in the masonry load capacity at high temperatures, especially in cases of fire exposure on both sides, where the residual compressive strength resulted, on average, between 20% and 27% for the blocks and approximately 14% for prisms and small walls. Its performance with fire heating up on only one face is much higher, with an average residual masonry strength equal to 46% compared to its strength at room temperature. The obtained results are also useful for evaluating masonry regarding the integrity and thermal insulation criteria, the latter achieved with little over 60 minutes of testing.
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spelling Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strengthstructural masonryconcretefireresidual strengththermal behaviorabstract: This paper aims to analyze the thermal behavior and residual mechanical properties of concrete hollow-blocks structural masonry and its component materials in fire situation using experimental investigation. Compression tests were carried out on blocks, prisms and small walls at room temperature and after being exposed for 70 minutes to the ISO 834 Standard Fire. The test at high temperatures was run using a furnace powered by natural gas and instrumented with thermocouples to measure temperatures in the specimens. The influence of the initial concrete strength on masonry behavior was evaluated considering the use of blocks with different strengths at room temperature. In addition, exposure to fire was also investigated considering masonry elements with no coverings and submitted to two different fire exposure conditions: one or both sides. The results indicate a substantial loss in the masonry load capacity at high temperatures, especially in cases of fire exposure on both sides, where the residual compressive strength resulted, on average, between 20% and 27% for the blocks and approximately 14% for prisms and small walls. Its performance with fire heating up on only one face is much higher, with an average residual masonry strength equal to 46% compared to its strength at room temperature. The obtained results are also useful for evaluating masonry regarding the integrity and thermal insulation criteria, the latter achieved with little over 60 minutes of testing.IBRACON - Instituto Brasileiro do Concreto2021-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000400209Revista IBRACON de Estruturas e Materiais v.14 n.4 2021reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952021000400008info:eu-repo/semantics/openAccessLeal,Davi FagundesDupim,Rafael HenriqueMunaiar Neto,JorgeCorrêa,Márcio Roberto Silvaeng2021-05-19T00:00:00Zoai:scielo:S1983-41952021000400209Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2021-05-19T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
title Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
spellingShingle Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
Leal,Davi Fagundes
structural masonry
concrete
fire
residual strength
thermal behavior
title_short Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
title_full Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
title_fullStr Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
title_full_unstemmed Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
title_sort Experimental investigation on structural concrete masonry in fire: emphasis on the thermal behavior and residual strength
author Leal,Davi Fagundes
author_facet Leal,Davi Fagundes
Dupim,Rafael Henrique
Munaiar Neto,Jorge
Corrêa,Márcio Roberto Silva
author_role author
author2 Dupim,Rafael Henrique
Munaiar Neto,Jorge
Corrêa,Márcio Roberto Silva
author2_role author
author
author
dc.contributor.author.fl_str_mv Leal,Davi Fagundes
Dupim,Rafael Henrique
Munaiar Neto,Jorge
Corrêa,Márcio Roberto Silva
dc.subject.por.fl_str_mv structural masonry
concrete
fire
residual strength
thermal behavior
topic structural masonry
concrete
fire
residual strength
thermal behavior
description abstract: This paper aims to analyze the thermal behavior and residual mechanical properties of concrete hollow-blocks structural masonry and its component materials in fire situation using experimental investigation. Compression tests were carried out on blocks, prisms and small walls at room temperature and after being exposed for 70 minutes to the ISO 834 Standard Fire. The test at high temperatures was run using a furnace powered by natural gas and instrumented with thermocouples to measure temperatures in the specimens. The influence of the initial concrete strength on masonry behavior was evaluated considering the use of blocks with different strengths at room temperature. In addition, exposure to fire was also investigated considering masonry elements with no coverings and submitted to two different fire exposure conditions: one or both sides. The results indicate a substantial loss in the masonry load capacity at high temperatures, especially in cases of fire exposure on both sides, where the residual compressive strength resulted, on average, between 20% and 27% for the blocks and approximately 14% for prisms and small walls. Its performance with fire heating up on only one face is much higher, with an average residual masonry strength equal to 46% compared to its strength at room temperature. The obtained results are also useful for evaluating masonry regarding the integrity and thermal insulation criteria, the latter achieved with little over 60 minutes of testing.
publishDate 2021
dc.date.none.fl_str_mv 2021-01-01
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=S1983-41952021000400209
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000400209
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952021000400008
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.14 n.4 2021
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
instname_str Instituto Brasileiro do Concreto (IBRACON)
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institution IBRACON
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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