Technical Notes
Aug 25, 2021

Preliminary Investigation of an Approach to Improve Water Impermeability in Concrete with Externally Bonded FRP Systems

Publication: Journal of Composites for Construction
Volume 25, Issue 6

Abstract

Good bond and water impermeability in fiber-reinforced polymer (FRP) bonded/coated systems are essential if the durability of FRP-rehabilitated concrete structures is to be ensured. In addition, water impermeability is required in some special FRP applications, such as the strengthening of underground water pipes. So far, there has been no method in the literature guaranteeing water impermeability in FRP strengthening works. This paper studies the feasibility of using a waterproof coating as the initial primer on cementitious materials before applying externally bonded FRP. In this preliminary investigation, by examining the two most important indicators (i.e., pull-off bond tests and water penetration tests), it was found that the use of an initial waterproof layer in the proposed FRP bonding system did not influence the pull-off bond strength but significantly improved the system's water impermeability. It is, therefore, suggested that an initial waterproof layer can be included in method statements for externally bonded FRP systems to upgrade the effectiveness and durability of FRP systems.

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Data Availability Statement

All data and models used during the study appear in the published article.

Acknowledgments

The authors are grateful to Professor Jin-Guang Teng at The Hong Kong Polytechnic University for his many discussions and advices in this study. The authors are grateful for the financial support received from the Research Grants Council of the Hong Kong Special Administrative Region (Project No. T22-502/18-R). The authors are also grateful to CASTCO Testing Center Limited and Dr. Mick Atha for their supports of experiments and language improvement in this paper, respectively.

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Information & Authors

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 25Issue 6December 2021

History

Received: Aug 26, 2020
Accepted: Jul 13, 2021
Published online: Aug 25, 2021
Published in print: Dec 1, 2021
Discussion open until: Jan 25, 2022

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Authors

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Formerly, Research Fellow, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong; presently, JSPS International Fellow, Institute of Industrial Science, Univ. of Tokyo, Tokyo 153-8505, Japan. ORCID: https://orcid.org/0000-0003-4688-5812. Email: [email protected]
Wallace Wai-Lok Lai [email protected]
Associate Professor, Dept. of Land Surveying and Geo-Informatics, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong (corresponding author). Email: [email protected]
Research Fellow, Dept. of Land Surveying and Geo-Informatics, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong. ORCID: https://orcid.org/0000-0001-6424-5734. Email: [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong. Email: [email protected]

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  • A mesoscale simulation of the FRP-to-concrete interfacial debonding propagation process by 3D RBSM, Composite Structures, 10.1016/j.compstruct.2022.116336, 304, (116336), (2023).

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