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dc.contributor.authorTürker, Hakan Tacettin
dc.contributor.authorÖzbay, Erdoğan
dc.contributor.authorBalçıkanlı, Müzeyyen
dc.date.accessioned12.07.201910:50:10
dc.date.accessioned2019-07-12T22:07:25Z
dc.date.available12.07.201910:50:10
dc.date.available2019-07-12T22:07:25Z
dc.date.issued2016
dc.identifier.citationTurker, H.T., Ozbay, E., Balcikanli, M. (2016). Pullout capacity development of cast in place anchors with embedded studs. Construction and Building Materials, 102, pp. 39-43. https://doi.org/10.1016/j.conbuildmat.2015.10.166
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2015.10.166
dc.identifier.urihttps://hdl.handle.net/20.500.12508/890
dc.descriptionWOS: 000367635900005en_US
dc.description.abstractIn this study, an experimental investigation was conducted on normal strength concrete to examine the pullout capacity variation of cast in place anchors with the embedded circular surrounding studs around the anchored rebar under monotonic loading. Keeping constant the compressive strength of concrete, diameter and embedment length of anchored rebar, influence of number of embedded studs and distance between the circular surrounding studs and anchored rebar were chosen as the experimental parameters. Studs were embedded circularly around the anchored rebar with 10 and 20 cm diameter and number of studs was 4, 6 and 8 in each layer. For control purpose, anchored rebar without embedded studs were also tested. Unconfined tension test was performed according to the guideline of European technical approval of metal anchors for use in plain concrete. Test results revealed that embedded studs increased the pullout capacity of cast in place anchored rebar, increasing the number of studs increased the pullout capacity gradually; however, there was no meaningful difference in the pullout capacity of anchored rebar with the increase of stud layer. (C) 2015 Elsevier Ltd. All rights reserved.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.isversionof10.1016/j.conbuildmat.2015.10.166en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAnchored rebaren_US
dc.subjectPullout capacityen_US
dc.subjectConcreteen_US
dc.subjectStudsen_US
dc.subject.classificationConstruction & Building Technologyen_US
dc.subject.classificationEngineeringen_US
dc.subject.classificationCivilen_US
dc.subject.classificationMaterials Scienceen_US
dc.subject.classificationMultidisciplinary
dc.subject.classificationPerformance Bonds | Reinforced Concrete | Sleeves
dc.subject.otherBond behavior
dc.subject.otherReinforced-concreteen_US
dc.subject.otherStrength
dc.subject.otherBars
dc.subject.otherAnchors
dc.subject.otherCompressive strength
dc.subject.otherConcretes
dc.subject.otherStuds (fasteners)
dc.subject.otherStuds (structural members)
dc.subject.otherTensile testing
dc.subject.otherAnchored rebar
dc.subject.otherCompressive strength of concrete
dc.subject.otherExperimental investigations
dc.subject.otherExperimental parameters
dc.subject.otherNormal strength concretes
dc.subject.otherTechnical approvals
dc.subject.otherCast in place concrete
dc.titlePullout capacity development of cast in place anchors with embedded studsen_US
dc.typearticleen_US
dc.relation.journalConstruction and Building Materialsen_US
dc.contributor.departmentMühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume102en_US
dc.identifier.startpage39en_US
dc.identifier.endpage43en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.isteauthorTürker, Hakan Tacettin
dc.contributor.isteauthorÖzbay, Erdoğan
dc.contributor.isteauthorBalçıkanlı, Müzeyyen
dc.relation.indexWeb of Science - Scopusen_US
dc.relation.indexWeb of Science Core Collection - Science Citation Index Expanded


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