Strength and ductility of concrete confined circular columns

The 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 th...

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Bibliographic Details
Main Authors: Dušan Najdanović, Branko Milosavljević
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2014-06-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.986.2013