Behavior of interaction effect between two-bars on the bond between reinforcing bars and fiber reinforced concrete

Basit Öğe Kaydı
dc.contributor.authorBayoumi, EL-Said Abd-Allah
dc.contributor.authorAlzamel, Ghazi Ayman
dc.contributor.authorNaimi, Sepanta
dc.date.accessioned2023-08-21T06:10:01Z
dc.date.available2023-08-21T06:10:01Z
dc.date.issued2022en_US
dc.departmentEnstitüler, Lisansüstü Eğitim Enstitüsü, İnşaat Mühendisliği Ana Bilim Dalıen_US
dc.description.abstractThis paper presents an experimental investigation on the behavior of interaction effect between two-bars on the bond between reinforcing bars and fiber reinforced concrete (FRC). This study contains two phases. The first phase included the studied bond behavior for specimens having a spacing between two-bars =25mm while the second phase focused on the study of bond behavior for specimens having a spacing between two-bars =50mm. The parameters considered are the variation in bar diameter and the effect of embedded lengths on bonding between two-steel bars and FRC. From the results of the experimental tests, the increase in the depth of embedded length, the ultimate load and the value of slip increased. The use of biggest bar diameter with the same embedded length increase both bond strength and toughness values. Further, behavior of specimens having a spacing between two-bars =25mm had the same behavior in resisting the influential loads during the test while for specimens having a spacing between two-bars =50mm, one of the bars slipped before the other at the initiating of loading and with the loading rate increased, the other reinforcing slipped.en_US
dc.identifier.citationBayoumi, E. S. A. A., Alzamel, G. A., & Naimi, S. (2022). Behavior of interaction effect between two-bars on the bond between reinforcing bars and fiber reinforced concrete. ARPN Journal of Engineering and Applied Sciences, 17(19), 1732-1746.en_US
dc.identifier.endpage1746en_US
dc.identifier.issn1819-6608
dc.identifier.issue19en_US
dc.identifier.scopus2-s2.0-85164774982
dc.identifier.scopusqualityQ4
dc.identifier.startpage1732en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12939/3674
dc.identifier.volume17en_US
dc.indekslendigikaynakScopus
dc.institutionauthorAlzamel, Ghazi Ayman
dc.institutionauthorNaimi, Sepanta
dc.language.isoen
dc.publisherAsian Research Publishing Networken_US
dc.relation.ispartofARPN Journal of Engineering and Applied Sciences
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - İdari Personel ve Öğrencien_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBar Diameteren_US
dc.subjectEmbedded Lengthsen_US
dc.subjectMode Of Failureen_US
dc.subjectPull-Out Bond Loaden_US
dc.subjectSpacing Between Steel Barsen_US
dc.subjectToughnessen_US
dc.subjectTwo-Barsen_US
dc.titleBehavior of interaction effect between two-bars on the bond between reinforcing bars and fiber reinforced concrete
dc.typeArticle

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