The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls

Detalhes bibliográficos
Autor(a) principal: Oliveira, Luiz Pereira de
Data de Publicação: 2008
Outros Autores: Bernardo, Luís
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10400.6/587
Resumo: This paper presents an experimental study on the influence of longitudinal reinforcement ratio and steel fibre volume in self-compacting concrete infill on the strength and ductility of reinforced masonry walls subjected to flexure. Flexure tests were performed as four-point bending tests on twelve walls. The analysis of the concrete infill contribution to the walls capacity is made considering recent recommendations for steel fibre reinforced concrete design. A ductility index was defined and applied to study the ductility behaviour of the masonry walls. The analysed variables are the longitudinal reinforcement ratio and the steel fibre volume in the concrete infill.
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spelling The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry wallsSelf-compacting concreteSteel fibersMasonry wallsDuctilityThis paper presents an experimental study on the influence of longitudinal reinforcement ratio and steel fibre volume in self-compacting concrete infill on the strength and ductility of reinforced masonry walls subjected to flexure. Flexure tests were performed as four-point bending tests on twelve walls. The analysis of the concrete infill contribution to the walls capacity is made considering recent recommendations for steel fibre reinforced concrete design. A ductility index was defined and applied to study the ductility behaviour of the masonry walls. The analysed variables are the longitudinal reinforcement ratio and the steel fibre volume in the concrete infill.uBibliorumOliveira, Luiz Pereira deBernardo, Luís2010-04-28T10:07:09Z20082008-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.6/587enginfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-12-15T09:35:49Zoai:ubibliorum.ubi.pt:10400.6/587Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T00:42:37.532318Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
title The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
spellingShingle The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
Oliveira, Luiz Pereira de
Self-compacting concrete
Steel fibers
Masonry walls
Ductility
title_short The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
title_full The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
title_fullStr The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
title_full_unstemmed The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
title_sort The influence of self-compacting steel fibre reinforced concrete infill on the flexure strength and ductility of masonry walls
author Oliveira, Luiz Pereira de
author_facet Oliveira, Luiz Pereira de
Bernardo, Luís
author_role author
author2 Bernardo, Luís
author2_role author
dc.contributor.none.fl_str_mv uBibliorum
dc.contributor.author.fl_str_mv Oliveira, Luiz Pereira de
Bernardo, Luís
dc.subject.por.fl_str_mv Self-compacting concrete
Steel fibers
Masonry walls
Ductility
topic Self-compacting concrete
Steel fibers
Masonry walls
Ductility
description This paper presents an experimental study on the influence of longitudinal reinforcement ratio and steel fibre volume in self-compacting concrete infill on the strength and ductility of reinforced masonry walls subjected to flexure. Flexure tests were performed as four-point bending tests on twelve walls. The analysis of the concrete infill contribution to the walls capacity is made considering recent recommendations for steel fibre reinforced concrete design. A ductility index was defined and applied to study the ductility behaviour of the masonry walls. The analysed variables are the longitudinal reinforcement ratio and the steel fibre volume in the concrete infill.
publishDate 2008
dc.date.none.fl_str_mv 2008
2008-01-01T00:00:00Z
2010-04-28T10:07:09Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10400.6/587
url http://hdl.handle.net/10400.6/587
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
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collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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