Reinforcement detailing of a corbel via an integrated strut-and-tie modeling approach

ArticleAçık Erişim

Özet

Strut-and-tie modeling method, which evolved on truss-model approach, has generally been preferred for the design of complex reinforced concrete structures and structural elements that have critical shear behavior. Some structural members having disturbed regions require exceptional detailing for all support and loading conditions, such as the beam-column connections, deep beams, short columns or corbels. Considering the general expectation of exhibiting brittle behavior, corbels are somewhat dissimilar to other shear critical structures. In this study, reinforcement layout of a corbel model was determined by the participation of structural optimization and strut-and-tie modeling methods, and an experimental comparison was performed against a conventionally designed model. Copyright © 2017 Techno-Press, Ltd.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/ebyu/14587Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.12989/cac.2017.19.5.589Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorÖzkaf, Fatih Mehmet
dc.contributor.authorUysal, Habib
dc.date.accessioned2026-10-18T20:29:23.502024558Z
dc.date.available2026-10-18T20:29:23.502024558Z
dc.date.issued2017
dc.description.abstractStrut-and-tie modeling method, which evolved on truss-model approach, has generally been preferred for the design of complex reinforced concrete structures and structural elements that have critical shear behavior. Some structural members having disturbed regions require exceptional detailing for all support and loading conditions, such as the beam-column connections, deep beams, short columns or corbels. Considering the general expectation of exhibiting brittle behavior, corbels are somewhat dissimilar to other shear critical structures. In this study, reinforcement layout of a corbel model was determined by the participation of structural optimization and strut-and-tie modeling methods, and an experimental comparison was performed against a conventionally designed model. Copyright © 2017 Techno-Press, Ltd.
dc.description.sponsorshipThe research described in this paper was financially supported by the Scientific Research Projects Commission of Ataturk University (Grant no: BAP-2009/61).
dc.identifier.doi10.12989/cac.2017.19.5.589
dc.identifier.eissn1598-818X
dc.identifier.endpage597
dc.identifier.issn1598-8198
dc.identifier.issue5
dc.identifier.scopus2-s2.0-85020015786
dc.identifier.startpage589
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/14587
dc.identifier.volume19
dc.identifier.wosWOS:000403196900016
dc.language.isoen
dc.publisherTechno Press
dc.relation.ispartofComputers and Concrete
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectComputer-aided design
dc.subjectPerformance decision
dc.subjectReinforced concrete
dc.subjectSteel reinforcement
dc.subjectStructural optimization
dc.subjectStrut-and-tie model
dc.subjectComputer aided design
dc.subjectConcrete reinforcements
dc.subjectConcretes
dc.subjectBeam - column connection
dc.subjectExperimental comparison
dc.subjectLoading condition
dc.subjectReinforcement layout
dc.subjectSteel reinforcements
dc.subjectStructural elements
dc.subjectStructural design
dc.titleReinforcement detailing of a corbel via an integrated strut-and-tie modeling approach
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus11
rdl.citation.wos10
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)