Influence of various design parameters of the grouted duct on mono-strand bond behavior in post tensioned members

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dc.authorscopusid57432744900
dc.authorscopusid6507957197
dc.authorscopusid57200793249
dc.authorscopusid57194018157
dc.authorscopusid6701635056
dc.authorscopusid54897959800
dc.authorscopusid55498212300
dc.authorwosidFFQ-1851-2022
dc.authorwosidCEF-2548-2022
dc.authorwosidAAD-3867-2021
dc.authorwosidEJB-0126-2022
dc.authorwosidD-9774-2014
dc.authorwosidD-4930-2012
dc.authorwosidU-5524-2019
dc.contributor.authorKobrosli, H.
dc.contributor.authorBaalbaki, O.
dc.contributor.authorJahami, A.
dc.contributor.authorSaleh, Z.A.
dc.contributor.authorKhatib, J.
dc.contributor.authorKırgız, M.S.
dc.contributor.authorGaldino, A.G.D.S.
dc.date.accessioned2022-03-04T19:12:37Z
dc.date.available2022-03-04T19:12:37Z
dc.date.issued2022
dc.departmentİZÜen_US
dc.description.abstractThere are many factors that may affect the concrete-strand and concrete-duct bond behavior in post-tensioned (PT) concrete slabs and beams. The importance of bond strength is to ensure a proper transfer of stresses from strands and ducts to the surrounding concrete. This research focused on bonded post-tensioned (PT) concrete elements, which includes the use of grout and ducts to provide the link between the strand and the concrete. The strength of the grout, the type and geometry of the ducts, and the embedment length of both strands and ducts were investigated through an experimental testing program to disclose the average interface shear stress within the embedded length of PT elements. This work helped in a better understanding of the bond behavior and the corresponding related parameters involved in the design process. © 2022 The Authorsen_US
dc.identifier.doi10.1016/j.jmrt.2022.01.034
dc.identifier.endpage1245en_US
dc.identifier.issn2238-7854
dc.identifier.scopus2-s2.0-85123758097en_US
dc.identifier.scopusqualityQ1
dc.identifier.startpage1232en_US
dc.identifier.urihttps://doi.org/10.1016/j.jmrt.2022.01.034
dc.identifier.urihttps://hdl.handle.net/20.500.12436/3259
dc.identifier.volume17en_US
dc.identifier.wosWOS:000778289800005
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Editora Ltdaen_US
dc.relation.ispartofJournal of Materials Research and Technologyen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBonden_US
dc.subjectEmbedment lengthen_US
dc.subjectEpoxyen_US
dc.subjectGrouten_US
dc.subjectPrestressed concreteen_US
dc.subjectPull-out testen_US
dc.subjectConcrete beams and girdersen_US
dc.subjectConcrete constructionen_US
dc.subjectConcrete slabsen_US
dc.subjectDesignen_US
dc.subjectDuctsen_US
dc.subjectMortaren_US
dc.subjectPrestressed concreteen_US
dc.subjectShear stressen_US
dc.subjectSoftware testingen_US
dc.subjectTestingen_US
dc.subjectBonden_US
dc.subjectBond behavioursen_US
dc.subjectConcrete beamen_US
dc.subjectDesign parametersen_US
dc.subjectEmbedment lengthen_US
dc.subjectEpoxyen_US
dc.subjectPost tensioneden_US
dc.subjectPost-tensioned concrete slabsen_US
dc.subjectPull-out testen_US
dc.subjectTransfer of stressen_US
dc.subjectGroutingen_US
dc.titleInfluence of various design parameters of the grouted duct on mono-strand bond behavior in post tensioned membersen_US
dc.typeArticle
dspace.entity.typePublication

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