INCREASING THE TENSILE STRENGTH OF FIBER REINFORCED SELF-COMPACTING-CONCRETE, AND EFFECTS OF FIBER TYPE AND ORIENTATION

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dc.contributor.authorKorkmazi, Selim
dc.contributor.authorBirinci, Fahri
dc.date.accessioned2021-11-01T14:58:23Z
dc.date.available2021-11-01T14:58:23Z
dc.date.issued2017
dc.department[Belirlenecek]
dc.description.abstractIn this study, the effects of using fiber in self compacting concrete (SCC) on flow parameters, tensile and compressive strength of concrete were investigated. Unit weight, air content, slump flow, J -ring, V -funnel tests on fresh concrete and compressive, splitting tensile along with flexural strength tests on hardened concrete were performed, in addition fresh and hardened concrete properties were studied for to determine the relationship between them. A polypropylene fiber, an alkali resistant glass fiber and two types steel fibers which have the different lengths and the different length/diameter ratio were used in the test specimens. It is observed that an increase in the amount, length and length/diameter ratio of steel fibers resulted in an increase of the tensile strength of concrete (more than 90% in flexural tensile strength according to non-fiber concrete series), while, properties of fresh concrete deteriorated and compressive strength of concrete decreased.
dc.identifier.endpage369en_US
dc.identifier.issn1583-3186
dc.identifier.issue3en_US
dc.identifier.startpage361en_US
dc.identifier.urihttps://hdl.handle.net/11491/6624
dc.identifier.volume47en_US
dc.identifier.wosWOS:000411922800011
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.institutionauthor[Belirlenecek]
dc.language.isoen
dc.publisherSerban Solacolu Foundation
dc.relation.ispartofRevista Romana De Materiale-Romanian Journal Of Materials
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectself compacting concreteen_US
dc.subjectSCCen_US
dc.subjectfibersen_US
dc.subjectfiber concreteen_US
dc.subjecttensile strengthen_US
dc.titleINCREASING THE TENSILE STRENGTH OF FIBER REINFORCED SELF-COMPACTING-CONCRETE, AND EFFECTS OF FIBER TYPE AND ORIENTATION
dc.typeArticle

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