Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete
Autor(a) principal: | |
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Data de Publicação: | 2017 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Latin American journal of solids and structures (Online) |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017000601124 |
Resumo: | Abstract This research aims to study the effect of supplementary cementitious materials (SCMs) such as quarry dust limestone (QDL) and natural pozzolana (NP) on the performance of fiber reinforced self-consolidating repair mortars (FR-SCRMs). Based on previous optimization of QDL and NP replacement ratios, two mortar mixtures incorporating 10% QDL and 20% NP as cement replacements were prepared. The evaluation was based on both fresh (slump flow, flow time) and hardened (compressive and flexural strengths and adherence to old concrete) tests. In addition, the influence of three curing conditions, similar from those normally encountered in the field was evaluated on the compatibility between repair materials and substrate, under flexural strength test by using third-point’s loading beam test method. It is demonstrated that the FR-SCRMs is promising to be used in repair concrete structures class R4 (EN 1504-3) without reducing the adhesive strength. |
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Latin American journal of solids and structures (Online) |
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|
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Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged ConcreteQDLNPFiber-reinforced self-consolidating mortar, AdherenceOld concreteCompatibilityThird-point bending.Abstract This research aims to study the effect of supplementary cementitious materials (SCMs) such as quarry dust limestone (QDL) and natural pozzolana (NP) on the performance of fiber reinforced self-consolidating repair mortars (FR-SCRMs). Based on previous optimization of QDL and NP replacement ratios, two mortar mixtures incorporating 10% QDL and 20% NP as cement replacements were prepared. The evaluation was based on both fresh (slump flow, flow time) and hardened (compressive and flexural strengths and adherence to old concrete) tests. In addition, the influence of three curing conditions, similar from those normally encountered in the field was evaluated on the compatibility between repair materials and substrate, under flexural strength test by using third-point’s loading beam test method. It is demonstrated that the FR-SCRMs is promising to be used in repair concrete structures class R4 (EN 1504-3) without reducing the adhesive strength.Associação Brasileira de Ciências Mecânicas2017-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017000601124Latin American Journal of Solids and Structures v.14 n.6 2017reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78253718info:eu-repo/semantics/openAccessBenyahia,AmarGhrici,MohammedChoucha,SaidOmran,Ahmedeng2017-07-31T00:00:00Zoai:scielo:S1679-78252017000601124Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2017-07-31T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false |
dc.title.none.fl_str_mv |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete |
title |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete |
spellingShingle |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete Benyahia,Amar QDL NP Fiber-reinforced self-consolidating mortar, Adherence Old concrete Compatibility Third-point bending. |
title_short |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete |
title_full |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete |
title_fullStr |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete |
title_full_unstemmed |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete |
title_sort |
Characterization of Fiber Reinforced Self-Consolidating Mortars for Use in Patching Damaged Concrete |
author |
Benyahia,Amar |
author_facet |
Benyahia,Amar Ghrici,Mohammed Choucha,Said Omran,Ahmed |
author_role |
author |
author2 |
Ghrici,Mohammed Choucha,Said Omran,Ahmed |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Benyahia,Amar Ghrici,Mohammed Choucha,Said Omran,Ahmed |
dc.subject.por.fl_str_mv |
QDL NP Fiber-reinforced self-consolidating mortar, Adherence Old concrete Compatibility Third-point bending. |
topic |
QDL NP Fiber-reinforced self-consolidating mortar, Adherence Old concrete Compatibility Third-point bending. |
description |
Abstract This research aims to study the effect of supplementary cementitious materials (SCMs) such as quarry dust limestone (QDL) and natural pozzolana (NP) on the performance of fiber reinforced self-consolidating repair mortars (FR-SCRMs). Based on previous optimization of QDL and NP replacement ratios, two mortar mixtures incorporating 10% QDL and 20% NP as cement replacements were prepared. The evaluation was based on both fresh (slump flow, flow time) and hardened (compressive and flexural strengths and adherence to old concrete) tests. In addition, the influence of three curing conditions, similar from those normally encountered in the field was evaluated on the compatibility between repair materials and substrate, under flexural strength test by using third-point’s loading beam test method. It is demonstrated that the FR-SCRMs is promising to be used in repair concrete structures class R4 (EN 1504-3) without reducing the adhesive strength. |
publishDate |
2017 |
dc.date.none.fl_str_mv |
2017-06-01 |
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=S1679-78252017000601124 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017000601124 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/1679-78253718 |
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 |
Associação Brasileira de Ciências Mecânicas |
publisher.none.fl_str_mv |
Associação Brasileira de Ciências Mecânicas |
dc.source.none.fl_str_mv |
Latin American Journal of Solids and Structures v.14 n.6 2017 reponame:Latin American journal of solids and structures (Online) instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) instacron:ABCM |
instname_str |
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
instacron_str |
ABCM |
institution |
ABCM |
reponame_str |
Latin American journal of solids and structures (Online) |
collection |
Latin American journal of solids and structures (Online) |
repository.name.fl_str_mv |
Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM) |
repository.mail.fl_str_mv |
abcm@abcm.org.br||maralves@usp.br |
_version_ |
1754302889171353600 |