Chapter
Apr 26, 2012
R.C. Beams Upgraded with Externally Bonded Plates
Authors: Mahmoud A. H. Hassanen and Mohammed RaoofAuthor Affiliations
Publication: Advanced Technology in Structural Engineering
Abstract
The paper reports the salient features of a simple theoretical model (with its predictions backed by mainly large scale test data) which provides an insight into the mechanism of premature plate peeling failure in reinforced concrete beams strengthened in flexure by externally bonded steel or FRP plates glued to their tensile side, and provides a simple means of predicting such largely brittle failures.
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Published In
Advanced Technology in Structural Engineering
Pages: 1 - 8
Copyright
© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Mahmoud A. H. Hassanen
MSc, Research Associate, Civil and Building Engineering Department, Loughborough University, LE11 3TU, UK
Mohammed Raoof
Civil and Building Engineering Department, Loughborough University, Loughborough, Leicestershire LE11 3TU, UK
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.