TECHNICAL PAPERS
Feb 1, 2001

Concrete Beams Strengthened with Externally Bonded FRP Plates

Publication: Journal of Composites for Construction
Volume 5, Issue 1

Abstract

The structural behavior of reinforced concrete beams strengthened with adhesively bonded fiber-reinforced plastics (FRP) is presented. The experimental work included flexural testing of 2.3-m-long concrete beams with bonded external reinforcements. The test variables included the amount of conventional (internal) reinforcement and also the type and amount of external reinforcement. For comparison, some of the beams were strengthened with bonded steel plates. Theoretical analyses included 2D nonlinear finite-element modeling incorporating a “damage” material model for concrete. In general there were reasonably good correlations between the experimental results and nonlinear finite-element models. It is suggested that the detachment of bonded external plates from the concrete, at ultimate loads, is governed by a limiting principal stress value at the concrete/external plate interface.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 5Issue 1February 2001
Pages: 44 - 56

History

Received: Jul 21, 1998
Published online: Feb 1, 2001
Published in print: Feb 2001

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Authors

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PhD, Lect., Iran Polymer Inst., P.O. Box 14965/115, Tehran, Iran.
Prof., School of Engrg., Oxford Brookes Univ., Oxford OX3 0BP, U.K.

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