Strengthening of defected beam–column joints using CFRP

Strengthening of defected beam–column joints using CFRP

This paper presents an experimental study for the structural performance of reinforced concrete (RC) exterior beam–column joints rehabilitated using carbon-fiber-reinforced polymer (CFRP). The present experimental program consists of testing 10 half-scale specimens divided into three groups covering...

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Bibliographic Details
Main Authors: Mohamed H. Mahmoud, Hamdy M. Afefy, Nesreen M. Kassem, Tarek M. Fawzy
Format: Article
Language:English
Published: Elsevier 2014-01-01
Series:Journal of Advanced Research
Subjects:
Beam–column joint
Carbon fiber reinforced polymer (CFRP)
Defects
Near surface mounted (NSM)
Reinforced concrete
Strengthening
Online Access:http://www.sciencedirect.com/science/article/pii/S2090123212001063

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