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dc.creatorNajdanović, Dušan
dc.creatorMilosavljević, Branko
dc.date.accessioned2019-04-19T14:22:01Z
dc.date.available2019-04-19T14:22:01Z
dc.date.issued2014
dc.identifier.issn0350-2465
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/608
dc.description.abstractThe design procedure of capacity and ductility on the concrete columns with circular cross section depending on the amount of the confining reinforcement is presented in this paper. The stress-strain model in which the longitudinal compressive strain of the concrete at failure is corresponding to the first fracture of the transverse reinforcement, is presented. The cross section capacity and the ductility factor corresponding to the longitudinal force and stirup distance is analyzed. Use of the similar design procedure on concrete-filled steel tubular columns and in strengthening of columns using still straps or FRP is possible.en
dc.publisherUnion of Croatian Civil Engineers and Technicians
dc.rightsopenAccess
dc.sourceGrađevinar
dc.subjectcircular columnsen
dc.subjecttransverse reinforcementen
dc.subjectlimit bearing capacityen
dc.subjectcurvatureen
dc.subjectductilityen
dc.titleStrength and ductility of concrete confined circular columnsen
dc.typearticle
dc.rights.licenseBY
dc.citation.epage423
dc.citation.issue5
dc.citation.other66(5): 417-423
dc.citation.rankM23
dc.citation.spage417
dc.citation.volume66
dc.identifier.doi10.14256/JCE.986.2013
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs//bitstream/id/4013/606.pdf
dc.identifier.rcubconv_1679
dc.identifier.scopus2-s2.0-84903560122
dc.identifier.wos000339222700003
dc.type.versionpublishedVersion


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