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Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams

Hassanen, M.A.H. and Raoof, M. (2001) Influence of plate young's modulus and ultimate tensile strength on the failure modes of FRP plated RC beams. In: FRP Composites in Civil Engineering. Proceedings of the International Conference on FRP composites in Civil Engineering. Elsevier, Oxford, United Kingdom, pp. 457-465. ISBN 0080439454

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Abstract

The paper examines the effect of variations in the magnitude of Young's modulus and ultimate tensile strength of fiber reinforced plastic (FRP) plates on the potential changes in the flexural ultimate load of simply supported reinforced concrete (RC) beams with externally bonded FRP plates in the absence and/or presence of plate peeling. Provided also is a quantitative treatment of the critical values of the FRP modulus of elasticity associated with various failure mode transitions or changes.

Item type: Book Section
ID code: 8542
Keywords: bridges, failure analysis, fiber reinforced materials, flexure, improvements, modulus of elasticity, quantitative analysis, reinforced concrete, fiber reinforced plastic, concrete beam, Geology, Engineering (General). Civil engineering (General)
Subjects: Science > Geology
Technology > Engineering (General). Civil engineering (General)
Department: Faculty of Engineering > Civil and Environmental Engineering
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Depositing user: Strathprints Administrator
Date Deposited: 16 Sep 2009 12:22
Last modified: 07 Dec 2013 06:45
URI: http://strathprints.strath.ac.uk/id/eprint/8542

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