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

Basit Öğe Kaydı
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, Mehmet Serkan
dc.contributor.authorGaldino, A.G.D.S.
dc.contributor.authorKırgız, Mehmet Serkan
dc.date.accessioned2022-03-04T19:12:37Z
dc.date.available2022-03-04T19:12:37Z
dc.date.issued2022
dc.departmentİZÜ
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 Authors
dc.identifier.doi10.1016/j.jmrt.2022.01.034
dc.identifier.endpage1245
dc.identifier.issn2238-7854
dc.identifier.scopus2-s2.0-85123758097
dc.identifier.scopusqualityQ1
dc.identifier.startpage1232
dc.identifier.urihttps://doi.org/10.1016/j.jmrt.2022.01.034
dc.identifier.urihttps://hdl.handle.net/20.500.12436/3259
dc.identifier.volume17
dc.identifier.wosWOS:000778289800005
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorKırgız, Mehmet Serkan
dc.language.isoen
dc.publisherElsevier Editora Ltda
dc.relation.ispartofJournal of Materials Research and Technology
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectBond
dc.subjectEmbedment length
dc.subjectEpoxy
dc.subjectGrout
dc.subjectPrestressed concrete
dc.subjectPull-out test
dc.subjectConcrete beams and girders
dc.subjectConcrete construction
dc.subjectConcrete slabs
dc.subjectDesign
dc.subjectDucts
dc.subjectMortar
dc.subjectPrestressed concrete
dc.subjectShear stress
dc.subjectSoftware testing
dc.subjectTesting
dc.subjectBond
dc.subjectBond behaviours
dc.subjectConcrete beam
dc.subjectDesign parameters
dc.subjectEmbedment length
dc.subjectEpoxy
dc.subjectPost tensioned
dc.subjectPost-tensioned concrete slabs
dc.subjectPull-out test
dc.subjectTransfer of stress
dc.subjectGrouting
dc.titleInfluence of various design parameters of the grouted duct on mono-strand bond behavior in post tensioned members
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublicationaafff6fb-ad55-41a7-a490-f824fce2c9de
relation.isAuthorOfPublication.latestForDiscoveryaafff6fb-ad55-41a7-a490-f824fce2c9de

Dosyalar

Koleksiyon

Scopus İndeksli Yayınlar Koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu