Properties of high-workability concrete with recycled concrete aggregate
Autor(a) principal: | |
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Data de Publicação: | 2011 |
Outros Autores: | , , , , |
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. |
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Materials research (São Carlos. Online) |
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|
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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 |