CURVATURE DUCTILITYOF REINFORCED CONCRETE BEAM SECTIONS STIFFENED WITH STEEL PLATES

This paper presents theoretical parametric study of the curvature ductility capacity for reinforced concrete beam sections stiffened with steel plates. The study considers the behavior of concrete and reinforcing steel under different strain rates. A computer program has been written to compute the...

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Bibliographic Details
Main Authors: Thamir K. Al-Azzawi, Raad K. Al Azzawi, Teghreed H. Ibrahim
Format: Article
Language:English
Published: University of Baghdad 2006-12-01
Series:Journal of Engineering
Subjects:
Online Access:https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/2824