Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512

Detalhes bibliográficos
Autor(a) principal: Isa, Mario Morio
Data de Publicação: 2008
Outros Autores: Cea, Antonio Aguado de, Renófio, Adilson
Tipo de documento: Artigo
Idioma: por
Título da fonte: Acta scientiarum. Technology (Online)
Texto Completo: http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/1512
Resumo: The main purpose of this research is to study the bond performance between high strength self-compacting concrete (HSSCC) and reinforcing steel bar. It’s compared with the bond performance of high strength mechanical compacted concrete (HSMCC), reference, for age of seven days. It’s purposes to make a list of theses performances with compressive strength, traction strength and elasticity modulus. The bond performance between these concretes and deformed reinforcing steel bar are determined using beam test, in the condition of monotonic and short duration loading. The analysis and interpretation of the results permits to conclude that the HSSCC presents the same performance of the HSMCC
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spelling Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512Aderência entre concreto auto–adensável de alta resistência e armadura - DOI: 10.4025/actascitechnol.v26i2.1512aderênciaconcreto–armaduraconcreto autoadensável de alta resistênciaconcreto adensado mecanicamente de alta resistência3.01.00.00-3 Engenharia CivilThe main purpose of this research is to study the bond performance between high strength self-compacting concrete (HSSCC) and reinforcing steel bar. It’s compared with the bond performance of high strength mechanical compacted concrete (HSMCC), reference, for age of seven days. It’s purposes to make a list of theses performances with compressive strength, traction strength and elasticity modulus. The bond performance between these concretes and deformed reinforcing steel bar are determined using beam test, in the condition of monotonic and short duration loading. The analysis and interpretation of the results permits to conclude that the HSSCC presents the same performance of the HSMCCEsta pesquisa propõe-se a estudar o comportamento da aderência entre o concreto auto-adensável de alta resistência (CAAAR) e as armaduras de aço. Compara-se este comportamento de aderência com aquele do concreto adensado mecanicamente de alta resistência (CAMAR), na idade de 7 dias. Relaciona-se ainda estes comportamentos com a resistência mecânica (resistência à compressão e à tração) e o módulo de elasticidade dos concretos em estudo, na mesma idade. A aderência entre os concretos e a armadura de aço de conformação superficial nervurada é determinada através de ensaios de flexão, com carregamento monotônico de curta duração. A análise dos resultados permite concluir que o CAAAR e o CAMAR apresentam praticamente o mesmo comportamento de aderênciaUniversidade Estadual De Maringá2008-03-28info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/151210.4025/actascitechnol.v26i2.1512Acta Scientiarum. Technology; Vol 26 No 2 (2004); 135-139Acta Scientiarum. Technology; v. 26 n. 2 (2004); 135-1391806-25631807-8664reponame:Acta scientiarum. Technology (Online)instname:Universidade Estadual de Maringá (UEM)instacron:UEMporhttp://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/1512/870Isa, Mario MorioCea, Antonio Aguado deRenófio, Adilsoninfo:eu-repo/semantics/openAccess2024-05-17T13:02:39Zoai:periodicos.uem.br/ojs:article/1512Revistahttps://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/indexPUBhttps://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/oai||actatech@uem.br1807-86641806-2563opendoar:2024-05-17T13:02:39Acta scientiarum. Technology (Online) - Universidade Estadual de Maringá (UEM)false
dc.title.none.fl_str_mv Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
Aderência entre concreto auto–adensável de alta resistência e armadura - DOI: 10.4025/actascitechnol.v26i2.1512
title Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
spellingShingle Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
Isa, Mario Morio
aderência
concreto–armadura
concreto autoadensável de alta resistência
concreto adensado mecanicamente de alta resistência
3.01.00.00-3 Engenharia Civil
title_short Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
title_full Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
title_fullStr Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
title_full_unstemmed Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
title_sort Bond between high strength self-compacting concrete and reinforcement steel bar - DOI: 10.4025/actascitechnol.v26i2.1512
author Isa, Mario Morio
author_facet Isa, Mario Morio
Cea, Antonio Aguado de
Renófio, Adilson
author_role author
author2 Cea, Antonio Aguado de
Renófio, Adilson
author2_role author
author
dc.contributor.author.fl_str_mv Isa, Mario Morio
Cea, Antonio Aguado de
Renófio, Adilson
dc.subject.por.fl_str_mv aderência
concreto–armadura
concreto autoadensável de alta resistência
concreto adensado mecanicamente de alta resistência
3.01.00.00-3 Engenharia Civil
topic aderência
concreto–armadura
concreto autoadensável de alta resistência
concreto adensado mecanicamente de alta resistência
3.01.00.00-3 Engenharia Civil
description The main purpose of this research is to study the bond performance between high strength self-compacting concrete (HSSCC) and reinforcing steel bar. It’s compared with the bond performance of high strength mechanical compacted concrete (HSMCC), reference, for age of seven days. It’s purposes to make a list of theses performances with compressive strength, traction strength and elasticity modulus. The bond performance between these concretes and deformed reinforcing steel bar are determined using beam test, in the condition of monotonic and short duration loading. The analysis and interpretation of the results permits to conclude that the HSSCC presents the same performance of the HSMCC
publishDate 2008
dc.date.none.fl_str_mv 2008-03-28
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/1512
10.4025/actascitechnol.v26i2.1512
url http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/1512
identifier_str_mv 10.4025/actascitechnol.v26i2.1512
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv http://www.periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/1512/870
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.publisher.none.fl_str_mv Universidade Estadual De Maringá
publisher.none.fl_str_mv Universidade Estadual De Maringá
dc.source.none.fl_str_mv Acta Scientiarum. Technology; Vol 26 No 2 (2004); 135-139
Acta Scientiarum. Technology; v. 26 n. 2 (2004); 135-139
1806-2563
1807-8664
reponame:Acta scientiarum. Technology (Online)
instname:Universidade Estadual de Maringá (UEM)
instacron:UEM
instname_str Universidade Estadual de Maringá (UEM)
instacron_str UEM
institution UEM
reponame_str Acta scientiarum. Technology (Online)
collection Acta scientiarum. Technology (Online)
repository.name.fl_str_mv Acta scientiarum. Technology (Online) - Universidade Estadual de Maringá (UEM)
repository.mail.fl_str_mv ||actatech@uem.br
_version_ 1799315331971284992

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