Nonlinear finite element study on the improvement of torsional strengthening of RC beams with diagonal shear reinforcement

Basit Öğe Kaydı
dc.authorid0000-0003-4070-5534
dc.authorid0000-0001-8465-1625
dc.contributor.authorSubasi, Rojda Orman
dc.contributor.authorCaglar, Naci
dc.contributor.authorDemirtas, Gamze
dc.contributor.authorOzturk, Hakan
dc.date.accessioned2026-02-08T15:16:05Z
dc.date.available2026-02-08T15:16:05Z
dc.date.issued2024
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractExperimental and numerical studies are carried out by many researchers in order to examine the nonlinear behavior of reinforced concrete (RC) beams under the torsion moment and to improve the torsional moment capacity. In this study, a numerical study is performed to investigate efficiency of diagonal shear reinforcement (DSR) on the response of RC beams subjected to pure torsion. A nonlinear numerical model was constituted to simulate the response of the RC beams by using ABAQUS software program and verified with the selected experimental results from literature. The numerical analysis results proved that the nonlinear numerical model is quite successful in simulating the nonlinear behavior of RC beams and DSR makes a very significant contribution to the torsional moment capacity of the RC beam subjected to pure torsion.
dc.identifier.doi10.7764/RDLC.23.3.480
dc.identifier.endpage496
dc.identifier.issn0718-915X
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85212980075
dc.identifier.scopusqualityQ2
dc.identifier.startpage480
dc.identifier.urihttps://doi.org/10.7764/RDLC.23.3.480
dc.identifier.urihttps://hdl.handle.net/20.500.12885/6131
dc.identifier.volume23
dc.identifier.wosWOS:001417694700002
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherPontificia Univ Catolica Chile, Escuela Construccion Civil
dc.relation.ispartofRevista De La Construccion
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzWOS_KA_20260207
dc.subjectNonlinear numerical model
dc.subjectRC beam
dc.subjectpure torsion
dc.subjectdiagonal shear reinforcement
dc.titleNonlinear finite element study on the improvement of torsional strengthening of RC beams with diagonal shear reinforcement
dc.typeArticle

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu