Technical Papers
Feb 22, 2016

Friction Characteristics of CFRP Plates in Contact with Copper Plates under High Contact Pressure

Publication: Journal of Composites for Construction
Volume 20, Issue 5

Abstract

Carbon fiber-reinforced-polymer (CFRP) plates have significant properties for applications in structural engineering, automotive, aviation, space, and shipbuilding. CFRP plates have the advantage over conventional materials owing to their resistance to corrosion, low weight, and high tensile strength. The coefficient of friction between CFRP plate and copper plate is an important parameter required for designing anchors for CFRP plates. The friction behavior of CFRP plates in contact with copper plates of different hardness (as-received and annealed) under high contact pressure (50–175 MPa) was investigated. The shear stress versus contact pressure relationship was linear for the as-received copper plates with a constant coefficient of friction of 0.31. However, for the annealed copper plates, the coefficient of friction decreased with contact pressure from 0.39 to 0.30. For all tests, the sliding distance before rupture of CFRP plate decreased with the increase of contact pressure. Ploughing, wear, debris accumulation, and stick-slip behavior were observed and illustrated in this article.

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Acknowledgments

Sincere thanks are given to NSERC (for the NSERC PGS-D3 scholarship) and the University of Waterloo (for the President’s Scholarship) for their financial assistance for this research work. The authors also thank SIKA Canada Inc. for their CFRP plate donations for this research work.

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Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 20Issue 5October 2016

History

Received: Jul 20, 2015
Accepted: Dec 1, 2015
Published online: Feb 22, 2016
Discussion open until: Jul 22, 2016
Published in print: Oct 1, 2016

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Authors

Affiliations

Faizul M. Mohee [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author). E-mail: [email protected]
Adil Al-Mayah [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. E-mail: [email protected]
Alan Plumtree [email protected]
Professor, Dept. of Mechanical and Mechatronics Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. E-mail: [email protected]

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