Technical Papers
Sep 3, 2015

Investigation of Near Surface–Mounted Method for Shear Rehabilitation of Reinforced Concrete Beams Using Fiber Reinforced–Polymer Composites

Publication: Journal of Composites for Construction
Volume 20, Issue 2

Abstract

This paper presents the results of an investigation of reinforced concrete (RC) T-beams retrofitted in shear with near-surface mounted (NSM) fiber-reinforced polymer (FRP) rods. Six full-scale 4,520-mm-long RC T-beams were tested to study the effects of important parameters such as the presence of NSM FRP rods, the presence of steel stirrups, and the steel stirrup ratio. This paper provides an insightful and comprehensive description of the behavior of strengthened T-beams under increasing load, from the formation of the first crack to ultimate failure. The results of this study and those gathered in the presented database show that existing steel stirrups and strengthening NSM FRP did not diminish each other’s effect when failure modes unrelated to shear resistance of RC beams were prevented. The experimental results of this study and those in the database were used to verify a newly proposed model to predict the shear contribution of NSM FRP rods and laminates in RC beams strengthened in shear. The proposed model showed an improved accuracy compared with the existing models in the literature.

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Acknowledgments

The authors acknowledge the support provided by Mitacs and Sika Canada Inc. through a Mitacs postdoctoral fellowship to Dr. Mofidi, by the Natural Sciences and Engineering Research Council of Canada through a Discovery grant to Prof. Chaallal, and by the University of California, Davis for partial financial support of the research. The authors thank Mr. Philippe Guevremont and Mr. Bob Barham at Sika Canada Inc. for their contributions to this research. The efficient collaboration of John Lescelleur (senior technician) at ÉTS, in conducting the tests, is acknowledged.

References

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 20Issue 2April 2016

History

Received: Nov 14, 2014
Accepted: Jul 2, 2015
Published online: Sep 3, 2015
Discussion open until: Feb 3, 2016
Published in print: Apr 1, 2016

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Affiliations

Amir Mofidi [email protected]
Postdoctoral Fellow, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke West, Montreal, QC, Canada H3A 0C3 (corresponding author). E-mail: [email protected]
Omar Chaallal [email protected]
Professor of Construction Engineering, Univ. of Quebec, École de Technologie Supérieure, 1100 Notre-Dame West, Montreal, QC, Canada H3C 1K3. E-mail: [email protected]
Lijuan Cheng [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 3161 Ghausi Hall, One Shields Ave., Davis, CA 95616. E-mail: [email protected]
Associate Professor, Dept. of Civil Engineering and Applied Science, McGill Univ., Sherbrooke West, Quebec, Canada H3A 0C3. E-mail: [email protected]

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