Effect of the steel fibre hook geometry on the flexural properties of high strength steel fibre reinforced concretes under static and impact loading

dc.authoridYardimci, Mert Yucel/0000-0003-0713-0361
dc.authorscopusid57191692324
dc.authorscopusid8396418200
dc.authorscopusid16029975300
dc.authorwosidYardimci, Mert Yucel/AAN-8109-2021
dc.authorwosidYardimci, Mert/AAD-1942-2021
dc.authorwosidaydın, serdar/AAA-2821-2022
dc.contributor.authorKizilirmak, Cengiz
dc.contributor.authorAydin, Serdar
dc.contributor.authorYardimci, Mert Yucel
dc.contributor.otherİnşaat Mühendisliği / Civil Engineering
dc.date.accessioned2024-05-25T11:25:16Z
dc.date.available2024-05-25T11:25:16Z
dc.date.issued2019
dc.departmentOkan Universityen_US
dc.department-temp[Kizilirmak, Cengiz; Aydin, Serdar] Dokuz Eylul Univ, Muhendisl Fak, Insaat Muhendisligi Bolumu, TR-35160 Izmir, Turkey; [Yardimci, Mert Yucel] Istanbul Okan Univ, Muhendisl Fak, Insaat Muhendisligi Bolumu, TR-34959 Istanbul, Turkeyen_US
dc.descriptionYardimci, Mert Yucel/0000-0003-0713-0361en_US
dc.description.abstractIn recent years, steel fibre producers have produced new generation steel fibres with high strength and multiple hooked-end geometry (4D and 5D). The studies on the mechanical properties of steel fibre reinforced concretes containing 4D and 5D fibres under the static loading conditions are very limited and there is no published study on the performance of these new generation fibres under flexural impact loading yet. In this study, the effects of the dosage and the aspect (length/diameter) ratio of 4D and 5D fibres on the flexural strength and fracture energy of high strength concrete under static and impact flexural loading conditions have been investigated comparatively with the conventional single-hook-end 3D fibres. The experimental results showed that the flexural strength and the fracture energy of fibre reinforced high strength concrete significantly improved with the increase in the fibre volume, and by using multiple hooks-end steel fibres with sufficiently high tensile strength. For the fibres with aspect ratio of 65, significantly higher flexural strength and fracture energy values have been obtained for 5D hook geometry as compared to conventional 3D fibres, while 4D fibres did not improve these engineering properties probably due to their relatively insufficient fibre strength for this aspect ratio. It has been revealed that the effect of the 4D steel fibre on the mechanical properties of high strength concrete was more pronounced in higher aspect ratio fibres. The increase of fibre aspect ratio for 3D steel fibres negatively affected the fracture energy of concrete. As compared to static loading, 1.4 to 2.6 times higher flexural strength and 1.2 to 3.0 times higher fracture energy values were obtained under impact loading. The best performance under flexural impact loading has been obtained from steel fibre reinforced high strength concretes with 5D fibres having aspect ratio of 65 and 4D fibres having aspect ratio of 80.en_US
dc.identifier.citation2
dc.identifier.doi10.17341/gazimmfd.570893
dc.identifier.endpage1627en_US
dc.identifier.issn1300-1884
dc.identifier.issn1304-4915
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85069728146
dc.identifier.scopusqualityQ3
dc.identifier.startpage1610en_US
dc.identifier.trdizinid389569
dc.identifier.urihttps://doi.org/10.17341/gazimmfd.570893
dc.identifier.urihttps://hdl.handle.net/20.500.14517/873
dc.identifier.volume34en_US
dc.identifier.wosWOS:000469481500037
dc.identifier.wosqualityQ4
dc.institutionauthorYardımcı, Mert Yücel
dc.language.isotr
dc.publisherGazi Univ, Fac Engineering Architectureen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectSteel fibre reinforced concreteen_US
dc.subjectimpact strengthen_US
dc.subjectsteel fibreen_US
dc.subjecthook geometryen_US
dc.subjectfracture energyen_US
dc.titleEffect of the steel fibre hook geometry on the flexural properties of high strength steel fibre reinforced concretes under static and impact loadingen_US
dc.typeArticleen_US
dspace.entity.typePublication
relation.isAuthorOfPublicationbe14bc6f-e4a9-4aa8-b872-2ac45b156286
relation.isAuthorOfPublication.latestForDiscoverybe14bc6f-e4a9-4aa8-b872-2ac45b156286
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