Experimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages

At present, certain types of concrete such as ultra high performance concrete (UHPC) provide some concrete properties such as high resistance. Reactive powder concrete (RPC) is one of the UHPC concrete with superior physical and mechanical properties. Reactive powder concrete is produced using cemen...

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Autores principales: Mohammad Ali Dashti Ramatabadi, Farzad Shahabian, Hasan Haji Kazemi
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2020
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Acceso en línea:https://doaj.org/article/5f64e1f398d34719a8046dc2c779ec96
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spelling oai:doaj.org-article:5f64e1f398d34719a8046dc2c779ec962021-11-08T15:53:54ZExperimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages2476-39772538-261610.22065/jsce.2018.142774.1622https://doaj.org/article/5f64e1f398d34719a8046dc2c779ec962020-07-01T00:00:00Zhttps://www.jsce.ir/article_80248_bbdb8137f046cf2768b218216740ec1c.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616At present, certain types of concrete such as ultra high performance concrete (UHPC) provide some concrete properties such as high resistance. Reactive powder concrete (RPC) is one of the UHPC concrete with superior physical and mechanical properties. Reactive powder concrete is produced using cement and very fine powdered materials including crushed quartz, silica fume and low water-to-cement ratio using super plasticizer. In this study, a mixing scheme of RPC, in which water/binder ratio (W/B) is equal to 0.15 and the ratio of super plasticizer to cement (SP/C), is equal to 3%, with interest of the selection of native materials was determined. Subsequently, by performing several experiments, the compressive strength, rupture modulus and tensile strength of RPC have been investigated at different ages. In order to determine the resistance of RPC at different ages, samples with W/B and SP/C were made up to the mixing scheme and tested after 3, 7, 14, 28 and 56 days of normal operation. Each group consisted of six samples, and the mean values, standard deviation and coefficients of variations of the samples were determined. The relationships have been proposed to predict the compressive and tensile strength of reactive powder concrete in different ages, which are accurate and can be used in practice.Mohammad Ali Dashti RamatabadiFarzad ShahabianHasan Haji KazemiIranian Society of Structrual Engineering (ISSE)articlereactive powder concreteultra high performance concretecompressive strengthtensile strengthsuper plasticizerBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss شماره ویژه 2 (2020)
institution DOAJ
collection DOAJ
language FA
topic reactive powder concrete
ultra high performance concrete
compressive strength
tensile strength
super plasticizer
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle reactive powder concrete
ultra high performance concrete
compressive strength
tensile strength
super plasticizer
Bridge engineering
TG1-470
Building construction
TH1-9745
Mohammad Ali Dashti Ramatabadi
Farzad Shahabian
Hasan Haji Kazemi
Experimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages
description At present, certain types of concrete such as ultra high performance concrete (UHPC) provide some concrete properties such as high resistance. Reactive powder concrete (RPC) is one of the UHPC concrete with superior physical and mechanical properties. Reactive powder concrete is produced using cement and very fine powdered materials including crushed quartz, silica fume and low water-to-cement ratio using super plasticizer. In this study, a mixing scheme of RPC, in which water/binder ratio (W/B) is equal to 0.15 and the ratio of super plasticizer to cement (SP/C), is equal to 3%, with interest of the selection of native materials was determined. Subsequently, by performing several experiments, the compressive strength, rupture modulus and tensile strength of RPC have been investigated at different ages. In order to determine the resistance of RPC at different ages, samples with W/B and SP/C were made up to the mixing scheme and tested after 3, 7, 14, 28 and 56 days of normal operation. Each group consisted of six samples, and the mean values, standard deviation and coefficients of variations of the samples were determined. The relationships have been proposed to predict the compressive and tensile strength of reactive powder concrete in different ages, which are accurate and can be used in practice.
format article
author Mohammad Ali Dashti Ramatabadi
Farzad Shahabian
Hasan Haji Kazemi
author_facet Mohammad Ali Dashti Ramatabadi
Farzad Shahabian
Hasan Haji Kazemi
author_sort Mohammad Ali Dashti Ramatabadi
title Experimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages
title_short Experimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages
title_full Experimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages
title_fullStr Experimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages
title_full_unstemmed Experimental Investigation and Statistical Analysis of Compressive and Tensile Strength of Reactive Powder Concrete (RPC) at Different Ages
title_sort experimental investigation and statistical analysis of compressive and tensile strength of reactive powder concrete (rpc) at different ages
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2020
url https://doaj.org/article/5f64e1f398d34719a8046dc2c779ec96
work_keys_str_mv AT mohammadalidashtiramatabadi experimentalinvestigationandstatisticalanalysisofcompressiveandtensilestrengthofreactivepowderconcreterpcatdifferentages
AT farzadshahabian experimentalinvestigationandstatisticalanalysisofcompressiveandtensilestrengthofreactivepowderconcreterpcatdifferentages
AT hasanhajikazemi experimentalinvestigationandstatisticalanalysisofcompressiveandtensilestrengthofreactivepowderconcreterpcatdifferentages
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