Effects of fibre type on the properties of fibre-reinforced self-compacting concretes

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dc.authorscopusid7005956634
dc.authorscopusid6701834952
dc.authorscopusid54894503600
dc.authorscopusid54894157600
dc.authorscopusid54894503500
dc.contributor.authorOzbay, Erdogan
dc.contributor.authorLachemi, Mohamed
dc.contributor.authorCassagnebere, Franck
dc.contributor.authorGrant, Kevin
dc.contributor.authorVaravin, George
dc.date.accessioned2024-09-19T15:41:18Z
dc.date.available2024-09-19T15:41:18Z
dc.date.issued2011
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.descriptionStantec; Carleton University - Canada's Capital University; Canada's University (uOttawa); Lafarge; Defence Construction Canadaen_US
dc.descriptionAnnual Conference of the Canadian Society for Civil Engineering 2011, CSCE 2011 -- 14 June 2011 through 17 June 2011 -- Ottawa, ON -- 88026en_US
dc.description.abstractIn the last decade, a number of investigations on fiber-reinforced self-compacting concretes (FRSCC) have been carried out, and the mechanical behaviour and durability characteristics of this type of concrete are now better understood. However, the way in which fiber type affects mechanical and durability properties of this special composite has not been studied as extensively. This paper investigates the effects of three types of fibers - steel (SF), polypropylene (PPF) and polyvinyl alcohol (PVA) - on the compressive and flexural strengths, toughness, water porosity and chloride ion permeability properties of FRSCC, which were designed to contain considerably higher amounts of fiber (1% by volume). In addition, a plain concrete without fiber was produced and used as a control. Test results showed that use of fiber increased the water porosity and chloride ion permeability of the concretes, irrespective of fiber type. Use of SF increased the compressive strength, mid-span deflection, flexural strength and toughness drastically; however, use of PPF worsened those properties compared to the plain concrete.en_US
dc.identifier.endpage1653en_US
dc.identifier.isbn978-161839218-3
dc.identifier.scopus2-s2.0-84855787402en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage1646en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/14165
dc.identifier.volume2en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.relation.ispartofProceedings, Annual Conference - Canadian Society for Civil Engineeringen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBending strengthen_US
dc.subjectChlorine compoundsen_US
dc.subjectCivil engineeringen_US
dc.subjectCompressive strengthen_US
dc.subjectConcrete beams and girdersen_US
dc.subjectConcretesen_US
dc.subjectDurabilityen_US
dc.subjectMechanical permeabilityen_US
dc.subjectPolypropylenesen_US
dc.subjectPolyvinyl chloridesen_US
dc.subjectChloride ionsen_US
dc.subjectCompressive and flexural strengthsen_US
dc.subjectDurability propertyen_US
dc.subjectFiber typesen_US
dc.subjectMechanical behaviouren_US
dc.subjectMid-span deflectionen_US
dc.subjectPlain concreteen_US
dc.subjectSelf compacting concreteen_US
dc.subjectFibersen_US
dc.titleEffects of fibre type on the properties of fibre-reinforced self-compacting concretesen_US
dc.typeConference Objecten_US

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