Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/1460
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dc.contributor.authorÜnal, Alptuğ-
dc.contributor.authorCengiz, Salih-
dc.contributor.authorKamanlı, Mehmet-
dc.date.accessioned2021-12-13T10:41:23Z-
dc.date.available2021-12-13T10:41:23Z-
dc.date.issued2021-
dc.identifier.issn0553-6626-
dc.identifier.urihttps://doi.org/10.3311/PPci.16802-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/1460-
dc.description.abstractIn this study, the effect of the change of stirrup ratio and polypropylene (PP) fiber ratio on the behavior of reinforced concrete beams was investigated. The variables of this study consisting of without stirrup, spacing up to 20 %, 40 % and 80 % of beam depth as stirrup spacing and 0.125 % and 0.500 % of the weight of reinforced concrete beam were used as PP fiber ratios. In the context of experimental study, 1/2 scaled 12 reinforced concrete beams were tested with 4-point bending mechanism. In the light of the obtained data, the load-displacement, stiffness and energy absorption graphs were plotted. The results were interpreted comparatively. According to the results, it is observed that the PP fiber additive significantly changed the behavior of the reinforced concrete beams, and the fiber effect decreased in proportion to the increase of the stirrup rate. It has been observed that the cracks spread more to the beam surfaces with the increase of PP fibers. In addition, the increase in the fiber ratio especially in the non-stirrup beams increases the bending capacity.en_US
dc.language.isoenen_US
dc.publisherBUDAPEST UNIV TECHNOLOGY ECONOMICSen_US
dc.relation.ispartofPERIODICA POLYTECHNICA-CIVIL ENGINEERINGen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectReinforced Concrete Beamen_US
dc.subjectStirrup Ratioen_US
dc.subjectPolypropylene Fiberen_US
dc.subjectExperimental Studyen_US
dc.subjectDamage Mechanicen_US
dc.subjectEffective-Depth Ratioen_US
dc.subjectShear Behavioren_US
dc.subjectSteel Fiberen_US
dc.subjectFlexural Behavioren_US
dc.subjectRc Beamsen_US
dc.subjectPerformanceen_US
dc.subjectStrengthen_US
dc.titleEffect of Stirrup Spacing and Polypropylene Fiber Ratio on Behavior of Reinforced Concrete Beamsen_US
dc.typeArticleen_US
dc.identifier.doi10.3311/PPci.16802-
dc.identifier.scopus2-s2.0-85103199455en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume65en_US
dc.identifier.issue2en_US
dc.identifier.startpage522en_US
dc.identifier.endpage536en_US
dc.identifier.wosWOS:000627910900014en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid55867453300-
dc.authorscopusid57222559066-
dc.authorscopusid6504594167-
dc.identifier.scopusqualityQ3-
item.openairetypeArticle-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept02.02. Department of Civil Engineering-
crisitem.author.dept07. 07. Department of Construction Technology-
crisitem.author.dept02.02. Department of Civil Engineering-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
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