TECHNICAL PAPERS
Oct 1, 2004

Role of Fiber Reinforced Plastic Sheets in Shear Response of Reinforced Concrete Beams: Experimental and Analytical Results

Publication: Journal of Composites for Construction
Volume 8, Issue 5

Abstract

The paper is principally aimed at analyzing the role of externally applied fiber reinforced plastic (FRP) sheets in the shear ultimate behavior of reinforced concrete elements. A theoretical model for predicting the shear resisting contribution of FRP sheets is illustrated. The proposal is based on a complete equilibrium/compatibility approach for reinforced concrete beams failing in shear and considers the possible interactions between the composite contribution and the resisting mechanisms of an ordinary reinforced concrete beam. The proposal is discussed and tested by means of an experimental investigation carried out on beams reinforced by glass FRP composite sheets with a shear span to depth ratio equal to 3. Further comparisons are then performed that consider the predictions of other existing approaches reported in the literature.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 8Issue 5October 2004
Pages: 415 - 424

History

Published online: Oct 1, 2004
Published in print: Oct 2004

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Authors

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Ugo Ianniruberto
Researcher, Dept. of Civil Engineering, Univ. of Rome Tor Vergata, Viale del Politecnico 1, 00133 Rome, Italy.
Maura Imbimbo
Associate Professor, Dept. of Mechanics, Structures and Environment, Univ. of Cassino, Via G. Di Biasio 43, 03043 Cassino (Fr), Italy.

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