Modeling aspects concerning the axial behavior of RC columns

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dc.contributor.authorKoksal, H.O.
dc.contributor.authorTurgay, T.
dc.contributor.authorKarakoç, C.
dc.contributor.authorAyçenk, S.
dc.date.accessioned2025-01-27T18:53:02Z
dc.date.available2025-01-27T18:53:02Z
dc.date.issued2011
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.descriptionWIT Transactions on Engineering Sciences
dc.description5th International Conference on Computational Methods and Experiments in Materials Characterisation, MC11 -- 13 July 2011 through 15 July 2011 -- -- 91472
dc.description.abstractThis paper is concerned with the axial behavior of the RC columns. Stress-strain relationships of experimentally tested RC columns under concentric loading are compared with the predictions of the Koksal model. Moment-curvature analyses of RC sections are also performed employing the same model in a self-developed moment-curvature program for confined concrete. Results are compared with the output of EXTRACT which uses the Mander concrete model. © 2011 WIT Press.
dc.identifier.doi10.2495/MC110161
dc.identifier.endpage183
dc.identifier.isbn978-184564538-0
dc.identifier.issn1743-3533
dc.identifier.scopus2-s2.0-84864858150
dc.identifier.scopusqualityQ3
dc.identifier.startpage175
dc.identifier.urihttps://doi.org/10.2495/MC110161
dc.identifier.urihttps://hdl.handle.net/20.500.12428/12546
dc.identifier.volume72
dc.indekslendigikaynakScopus
dc.language.isoen
dc.relation.ispartofWIT Transactions on Engineering Sciences
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_Scopus_20250125
dc.subjectConcentric loading; Confinement; Reinforced concrete columns; Stress-strain relations
dc.titleModeling aspects concerning the axial behavior of RC columns
dc.typeConference Object

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