Fresh, Mechanical, Transport, and Durability Properties of Self-Consolidating Rubberized Concrete

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dc.authoridAtis, Cengiz Duran/0000-0003-3459-329X
dc.contributor.authorKarahan, Okan
dc.contributor.authorOzbay, Erdogan
dc.contributor.authorHossain, Khandaker M. A.
dc.contributor.authorLachemi, Mohamed
dc.contributor.authorAtis, Cengiz D.
dc.date.accessioned2024-09-18T20:13:34Z
dc.date.available2024-09-18T20:13:34Z
dc.date.issued2012
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractThis paper presents the fresh, mechanical, transport, and durability performances of self-consolidating rubberized concretes (SCRCs). Fresh concrete properties were determined with slump flow, V-funnel, J-ring, and L-box tests. Mechanical, transport, and durability properties were determined by measuring compressive, flexural, and splitting tensile strengths; bond strength characteristics; water porosity; water absorption; water sorptivity; rapid chloride-ion permeability; and freezing-and-thawing and corrosion resistance. SCRC mixtures with a water-binder ratio (w/b) of 0.32; total binder content of 500 kg/m(3) (842 lb/yd(3)); and crumb rubber content of 0, 10, 20, and 30% by fine aggregate volume were produced and tested. Fresh properties testing revealed that the use of crumb rubber as a fine aggregate diminished the filling and passing ability of SCRC. A gradual reduction in mechanical properties was also observed with an increase in crumb rubber content; however, the rate of compressive strength reduction was more evident than that of tensile strength. Despite the fact that water porosity, water absorption, and chloride-ion permeability increased slightly with the use of crumb rubber, a remarkable decrease was observed in the initial and secondary water sorptivity of SCRC. No significant decrease was observed in the freezing-and-thawing and corrosion resistance of SCRC with 10% crumb rubber. Beyond that level, however, durability performance was significantly affected.en_US
dc.description.sponsorshipHigher Education Council (YOK) of Turkeyen_US
dc.description.sponsorshipThe first and second authors acknowledge the financial support of the Higher Education Council (YOK) of Turkey. They would also like to thank the technical staff of the Structural/Material Laboratories at Ryerson University for providing support and assistance during the experimental program.en_US
dc.identifier.endpage420en_US
dc.identifier.issn0889-325X
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84878404553en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage413en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/9264
dc.identifier.volume109en_US
dc.identifier.wosWOS:000311009900003en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherAmer Concrete Insten_US
dc.relation.ispartofAci Materials Journalen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectcrumb rubberen_US
dc.subjectdurabilityen_US
dc.subjectmechanical propertiesen_US
dc.subjectself-consolidating concreteen_US
dc.titleFresh, Mechanical, Transport, and Durability Properties of Self-Consolidating Rubberized Concreteen_US
dc.typeArticleen_US

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