The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior

Detalhes bibliográficos
Autor(a) principal: Camacho, J. S.
Data de Publicação: 2015
Outros Autores: Logullo, B. G., Parsekian, G. A., Soudais, P. R. N.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1983-41952015000300006
http://hdl.handle.net/11449/158219
Resumo: This paper presents an experimental investigation on the compressive strength and stress-strain curves of concrete block masonry with varying block and grout strengths and reinforcement ratio. The three-block prisms, built with 8.5 and 15.0 MPa blocks, were tested hollow and filled with 17.0 and 30.0 MPa compressive strength grouts. In addition, prisms and walls with reinforcement rates of 0.15%, 0.40% and 1.0 % were also tested. With the results, it was possible to measure the compressive strength and stress-strain behavior of masonry with inclusion of different grout and reinforcement components, giving parameters for better evaluation of their performance and design. Among the conclusions, it was observed that increasing the compressive strength of masonry is not proportional to the increase of the grouting area and the efficiency of reinforcement to increase compressive strength is low. Stress-strain curves for the several materials combinations are made available.
id UNSP_9d46b9d3780877bcc24c6bd88aec2008
oai_identifier_str oai:repositorio.unesp.br:11449/158219
network_acronym_str UNSP
network_name_str Repositório Institucional da UNESP
repository_id_str 2946
spelling The influence of grouting and reinforcement ratio in the concrete block masonry compressive behaviorInfluência do graute e da taxa de armadura no comportamento à compressão da alvenaria de blocos de concretoconcrete blocksreinforcementmasonrycompressive strengthstress-strain curveblocos de concretoarmaduraalvenaria estruturalresistência a compressãocurva tensão-deformaçãoThis paper presents an experimental investigation on the compressive strength and stress-strain curves of concrete block masonry with varying block and grout strengths and reinforcement ratio. The three-block prisms, built with 8.5 and 15.0 MPa blocks, were tested hollow and filled with 17.0 and 30.0 MPa compressive strength grouts. In addition, prisms and walls with reinforcement rates of 0.15%, 0.40% and 1.0 % were also tested. With the results, it was possible to measure the compressive strength and stress-strain behavior of masonry with inclusion of different grout and reinforcement components, giving parameters for better evaluation of their performance and design. Among the conclusions, it was observed that increasing the compressive strength of masonry is not proportional to the increase of the grouting area and the efficiency of reinforcement to increase compressive strength is low. Stress-strain curves for the several materials combinations are made available.Este trabalho apresenta uma investigação experimental do comportamento estrutural, resistência à compressão axial e deformabilidade, da alvenaria de bloco de concreto em função da variação da resistência dos blocos e graute e da taxa de armadura. Os prismas de três fiadas de altura, construídos com blocos de 8,5 e 15,0 MPa, foram ensaiados ocos e preenchidos com grautes de 17,0 e 30,0 MPa. Além destes, também foram ensaiados prismas e paredes armadas com taxas de 0,15%, 0,40% e 1,0%. Com os resultados foi possível mensurar a variação da resistência e os diagramas tensão-deformação da alvenaria com a inserção destes componentes (graute e armadura), fornecendo parâmetros para melhor avaliação de seu desempenho para projeto. Entre as conclusões, pode-se afirmar que o aumento da resistência à compressão das alvenarias não é proporcional ao aumento de área pelo grauteamento e que é baixa a eficiência da presença de armaduras para aumento da resistência a compressão. São disponibilizados os diagramas tensão-deformação para as várias combinações de materiais.Universidade Estadual Paulista Júlio de Mesquita Filho Faculdade de Engenharia de Ilha Solteira Departamento de Engenharia CivilUniversidade Federal de São Carlos Departamento de Engenharia CivilUniversidade Estadual Paulista Júlio de Mesquita Filho Faculdade de Engenharia de Ilha Solteira Departamento de Engenharia CivilIBRACON - Instituto Brasileiro do ConcretoUniversidade Estadual Paulista (Unesp)Universidade Federal de São Carlos Departamento de Engenharia CivilCamacho, J. S.Logullo, B. G.Parsekian, G. A.Soudais, P. R. N.2018-11-12T17:28:52Z2018-11-12T17:28:52Z2015-06-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article341-364application/pdfhttp://dx.doi.org/10.1590/S1983-41952015000300006Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 8, n. 3, p. 341-364, 2015.1983-4195http://hdl.handle.net/11449/15821910.1590/S1983-41952015000300006S1983-41952015000300341S1983-41952015000300341.pdfSciELOreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengRevista IBRACON de Estruturas e Materiaisinfo:eu-repo/semantics/openAccess2023-10-27T06:09:04Zoai:repositorio.unesp.br:11449/158219Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462023-10-27T06:09:04Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
Influência do graute e da taxa de armadura no comportamento à compressão da alvenaria de blocos de concreto
title The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
spellingShingle The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
Camacho, J. S.
concrete blocks
reinforcement
masonry
compressive strength
stress-strain curve
blocos de concreto
armadura
alvenaria estrutural
resistência a compressão
curva tensão-deformação
title_short The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
title_full The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
title_fullStr The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
title_full_unstemmed The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
title_sort The influence of grouting and reinforcement ratio in the concrete block masonry compressive behavior
author Camacho, J. S.
author_facet Camacho, J. S.
Logullo, B. G.
Parsekian, G. A.
Soudais, P. R. N.
author_role author
author2 Logullo, B. G.
Parsekian, G. A.
Soudais, P. R. N.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Universidade Federal de São Carlos Departamento de Engenharia Civil
dc.contributor.author.fl_str_mv Camacho, J. S.
Logullo, B. G.
Parsekian, G. A.
Soudais, P. R. N.
dc.subject.por.fl_str_mv concrete blocks
reinforcement
masonry
compressive strength
stress-strain curve
blocos de concreto
armadura
alvenaria estrutural
resistência a compressão
curva tensão-deformação
topic concrete blocks
reinforcement
masonry
compressive strength
stress-strain curve
blocos de concreto
armadura
alvenaria estrutural
resistência a compressão
curva tensão-deformação
description This paper presents an experimental investigation on the compressive strength and stress-strain curves of concrete block masonry with varying block and grout strengths and reinforcement ratio. The three-block prisms, built with 8.5 and 15.0 MPa blocks, were tested hollow and filled with 17.0 and 30.0 MPa compressive strength grouts. In addition, prisms and walls with reinforcement rates of 0.15%, 0.40% and 1.0 % were also tested. With the results, it was possible to measure the compressive strength and stress-strain behavior of masonry with inclusion of different grout and reinforcement components, giving parameters for better evaluation of their performance and design. Among the conclusions, it was observed that increasing the compressive strength of masonry is not proportional to the increase of the grouting area and the efficiency of reinforcement to increase compressive strength is low. Stress-strain curves for the several materials combinations are made available.
publishDate 2015
dc.date.none.fl_str_mv 2015-06-01
2018-11-12T17:28:52Z
2018-11-12T17:28:52Z
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://dx.doi.org/10.1590/S1983-41952015000300006
Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 8, n. 3, p. 341-364, 2015.
1983-4195
http://hdl.handle.net/11449/158219
10.1590/S1983-41952015000300006
S1983-41952015000300341
S1983-41952015000300341.pdf
url http://dx.doi.org/10.1590/S1983-41952015000300006
http://hdl.handle.net/11449/158219
identifier_str_mv Revista IBRACON de Estruturas e Materiais. IBRACON - Instituto Brasileiro do Concreto, v. 8, n. 3, p. 341-364, 2015.
1983-4195
10.1590/S1983-41952015000300006
S1983-41952015000300341
S1983-41952015000300341.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Revista IBRACON de Estruturas e Materiais
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 341-364
application/pdf
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 SciELO
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
_version_ 1803649539893100544

Registros relacionados