Numerical investigation of the effectiveness of FRP and TRM in repairing corrosion damaged reinforced concrete beams

In steel reinforced concrete (RC) structures, corrosion reduces the reinforcement cross-sectional area and causes cracking and/or spalling of the concrete cover. This will reduce the strength of the structure and may cause collapse. A certain degree of structural strength can be preserved and/or inc...

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Bibliographic Details

Published in:	cIRcle (University of British Columbia)
Main Author:	P.K.M. Moniruzzaman
Format:	Thesis
Language:	English
Published:	University of British Columbia 2013
Subjects:	Structural Behavior of Reinforced Concrete Masonry and Concrete Structural Analysis Concrete Corrosion and Durability fiber-reinforced polymer textile reinforced mortar reinforced concrete beams reinforcement corrosion structural strengthening externally bonded composites failure modes stiffness bearing capacity ductility reinforcement ratio corrosion level concrete cover spalling
Online Access:	http://hdl.handle.net/2429/44520 https://doi.org/10.14288/1.0071983
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