Properties of high-workability concrete with recycled concrete aggregate

Detalhes bibliográficos
Autor(a) principal: Safiuddin
Data de Publicação: 2011
Outros Autores: Alengaram,Ubagaram Johnson, Salam,Abdus, Jumaat,Mohd Zamin, Jaafar,Fahrol Fadhli, Saad,Hawa Binti
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Materials research (São Carlos. Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392011000200018
Resumo: This study presents the effects of recycled concrete aggregate (RCA) on the key fresh and hardened properties of concrete. RCA was used to produce high-workability concrete substituting 0-100% natural coarse aggregate (NCA) by weight. The slump and slump flow of fresh concretes were determined to ensure high workability. In addition, the compressive, flexural and splitting tensile strengths, modulus of elasticity, and permeable voids of hardened concretes were determined. The test results revealed that RCA significantly decreased the workability of concrete. RCA also affected the compressive strength, modulus of elasticity, and permeable voids of concrete. At the age of 28 days, the concrete with 100% RCA provided 12.2% lower compressive strength and 17.7% lesser modulus of elasticity than the control concrete. Also, 100% RCA increased the permeable voids of 28-day old concrete by 8.2%. However, no significant negative impact of RCA was observed on the flexural and splitting tensile strengths of concrete.
id ABMABCABPOL-1_8c96d79d5ab04313a90b48140aba372f
oai_identifier_str oai:scielo:S1516-14392011000200018
network_acronym_str ABMABCABPOL-1
network_name_str Materials research (São Carlos. Online)
repository_id_str
spelling Properties of high-workability concrete with recycled concrete aggregatehardened propertiesnatural coarse aggregaterecycled concrete aggregateworkabilityThis study presents the effects of recycled concrete aggregate (RCA) on the key fresh and hardened properties of concrete. RCA was used to produce high-workability concrete substituting 0-100% natural coarse aggregate (NCA) by weight. The slump and slump flow of fresh concretes were determined to ensure high workability. In addition, the compressive, flexural and splitting tensile strengths, modulus of elasticity, and permeable voids of hardened concretes were determined. The test results revealed that RCA significantly decreased the workability of concrete. RCA also affected the compressive strength, modulus of elasticity, and permeable voids of concrete. At the age of 28 days, the concrete with 100% RCA provided 12.2% lower compressive strength and 17.7% lesser modulus of elasticity than the control concrete. Also, 100% RCA increased the permeable voids of 28-day old concrete by 8.2%. However, no significant negative impact of RCA was observed on the flexural and splitting tensile strengths of concrete.ABM, ABC, ABPol2011-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392011000200018Materials Research v.14 n.2 2011reponame:Materials research (São Carlos. Online)instname:Universidade Federal de São Carlos (UFSCAR)instacron:ABM ABC ABPOL10.1590/S1516-14392011005000039info:eu-repo/semantics/openAccessSafiuddin,Alengaram,Ubagaram JohnsonSalam,AbdusJumaat,Mohd ZaminJaafar,Fahrol FadhliSaad,Hawa Bintieng2011-06-27T00:00:00Zoai:scielo:S1516-14392011000200018Revistahttp://www.scielo.br/mrPUBhttps://old.scielo.br/oai/scielo-oai.phpdedz@power.ufscar.br1980-53731516-1439opendoar:2011-06-27T00:00Materials research (São Carlos. Online) - Universidade Federal de São Carlos (UFSCAR)false
dc.title.none.fl_str_mv Properties of high-workability concrete with recycled concrete aggregate
title Properties of high-workability concrete with recycled concrete aggregate
spellingShingle Properties of high-workability concrete with recycled concrete aggregate
Safiuddin,
hardened properties
natural coarse aggregate
recycled concrete aggregate
workability
title_short Properties of high-workability concrete with recycled concrete aggregate
title_full Properties of high-workability concrete with recycled concrete aggregate
title_fullStr Properties of high-workability concrete with recycled concrete aggregate
title_full_unstemmed Properties of high-workability concrete with recycled concrete aggregate
title_sort Properties of high-workability concrete with recycled concrete aggregate
author Safiuddin,
author_facet Safiuddin,
Alengaram,Ubagaram Johnson
Salam,Abdus
Jumaat,Mohd Zamin
Jaafar,Fahrol Fadhli
Saad,Hawa Binti
author_role author
author2 Alengaram,Ubagaram Johnson
Salam,Abdus
Jumaat,Mohd Zamin
Jaafar,Fahrol Fadhli
Saad,Hawa Binti
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv Safiuddin,
Alengaram,Ubagaram Johnson
Salam,Abdus
Jumaat,Mohd Zamin
Jaafar,Fahrol Fadhli
Saad,Hawa Binti
dc.subject.por.fl_str_mv hardened properties
natural coarse aggregate
recycled concrete aggregate
workability
topic hardened properties
natural coarse aggregate
recycled concrete aggregate
workability
description This study presents the effects of recycled concrete aggregate (RCA) on the key fresh and hardened properties of concrete. RCA was used to produce high-workability concrete substituting 0-100% natural coarse aggregate (NCA) by weight. The slump and slump flow of fresh concretes were determined to ensure high workability. In addition, the compressive, flexural and splitting tensile strengths, modulus of elasticity, and permeable voids of hardened concretes were determined. The test results revealed that RCA significantly decreased the workability of concrete. RCA also affected the compressive strength, modulus of elasticity, and permeable voids of concrete. At the age of 28 days, the concrete with 100% RCA provided 12.2% lower compressive strength and 17.7% lesser modulus of elasticity than the control concrete. Also, 100% RCA increased the permeable voids of 28-day old concrete by 8.2%. However, no significant negative impact of RCA was observed on the flexural and splitting tensile strengths of concrete.
publishDate 2011
dc.date.none.fl_str_mv 2011-01-01
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=S1516-14392011000200018
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392011000200018
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1516-14392011005000039
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv ABM, ABC, ABPol
publisher.none.fl_str_mv ABM, ABC, ABPol
dc.source.none.fl_str_mv Materials Research v.14 n.2 2011
reponame:Materials research (São Carlos. Online)
instname:Universidade Federal de São Carlos (UFSCAR)
instacron:ABM ABC ABPOL
instname_str Universidade Federal de São Carlos (UFSCAR)
instacron_str ABM ABC ABPOL
institution ABM ABC ABPOL
reponame_str Materials research (São Carlos. Online)
collection Materials research (São Carlos. Online)
repository.name.fl_str_mv Materials research (São Carlos. Online) - Universidade Federal de São Carlos (UFSCAR)
repository.mail.fl_str_mv dedz@power.ufscar.br
_version_ 1754212660408221696