Some preliminary results on analysis of concrete flexural members with hybrid reinforcements

Some preliminary results on analysis of concrete flexural members with hybrid reinforcements

It is generally accepted that conventional steel reinforced concrete (RC) flexural members usually fails in a ductile mode with low load-carrying capacity. In contrast, recent introduction of fibre-reinforced-polymer (FRP) rods into RC beams gives rise to a higher ultimate load but it lacks ductili...

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Bibliographic Details
Main Author: Hau Y. Leung
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2003-06-01
Series:Journal of Civil Engineering and Management
Subjects:
concrete
RC beam
reinforcement
steel rebar
FRP rod
flexural strength
Online Access:http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/9033

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