Effect of macro and micro fiber volume on the flexural performance of hybrid fiber reinforced SCC

Basit Öğe Kaydı
dc.authorid0000-0002-2054-3323en_US
dc.contributor.authorTürk, Kazım
dc.contributor.authorKına‬, ‪Ceren
dc.contributor.authorÖztekin, Erol
dc.date.accessioned2021-09-06T13:41:19Z
dc.date.available2021-09-06T13:41:19Z
dc.date.issued2020en_US
dc.departmentMTÖ Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThe aim of this study is to investigate the flexural performance of hybrid fiber reinforced self-compacting concrete (HFRSCC) having different ratio of micro and macro steel fiber. A total of five mixtures are prepared. In all mixtures, the sum of the steel fiber content is 1% and also water/binder ratio is kept constant. The amount of high range water reducer admixture (HRWRA) is arranged to satisfy the workability criteria of self-compacting concrete. Four-point bending test is carried out to analyze the flexural performance of the mixtures at 28 and 56 curing days. From the obtained load-deflection curves, the load carrying capacity, deflection and toughness values are investigated according to ASTM C1609, ASTM C1018 and JSCE standards. The mixtures containing higher ratio of macro steel fiber exhibit numerous micro-cracks and, thus, deflectionhardening response is observed. The mixture containing 1% micro steel fiber shows worst performance in the view of all flexural parameters. An improvement is observed in the aspect of toughness and load carrying capacity as the macro steel fiber content increases. The test results based on the standards are also compared taking account of abovementioned standards.en_US
dc.identifier.citationTurk, K., Kina, C., & Oztekin, E. (2020). Effect of macro and micro fiber volume on the flexural performance of hybrid fiber reinforced SCC. Advances in concrete construction, 10(3), 257-269.en_US
dc.identifier.doi10.12989/acc.2020.10.3.257
dc.identifier.endpage269en_US
dc.identifier.issn2287-5301en_US
dc.identifier.issn2287-531Xen_US
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85091580695en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage257en_US
dc.identifier.urihttps://doi.org/10.12989/acc.2020.10.3.257
dc.identifier.urihttps://hdl.handle.net/20.500.12899/393
dc.identifier.volume10en_US
dc.identifier.wosWOS:000579881300007en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorKına‬, ‪Ceren
dc.language.isoenen_US
dc.publisherTechno Pressen_US
dc.relation.ispartofAdvances in Concrete Constructionen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHybrid fiber reinforceden_US
dc.subjectSelf-compacting concreteen_US
dc.subjectToughnessen_US
dc.subjectLoad carrying capacityen_US
dc.subjectDeflectionen_US
dc.titleEffect of macro and micro fiber volume on the flexural performance of hybrid fiber reinforced SCCen_US
dc.typeArticleen_US

Dosyalar

Lisans paketi
Listeleniyor 1 - 1 / 1
Küçük Resim Yok
İsim:
license.txt
Boyut:
1.44 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama:
İndir

Koleksiyon

İnşaat Mühendisliği Bölümü Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu