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Bond Behavior of CFRP/Concrete Joint Under Fatigue Loading: Experimental Study and Analytical Investigation

  • 2025
  • OriginalPaper
  • Chapter
Published in:
Authors
Ahmed Kallel
Radhouane Masmoudi
Benoit Bissonnette
Marcelin Joanis
Published in
Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 6
Publisher
Springer Nature Switzerland

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Abstract

The chapter delves into the bond behavior of CFRP/concrete joints subjected to fatigue loading, a critical aspect of structural reinforcement. It begins with an introduction to CFRP reinforcement technology and its advantages over traditional steel reinforcement. The experimental program involves a single-lap shear test to evaluate the bond performance under static and fatigue loading conditions. The study meticulously examines the failure modes, strain profiles, and load-slip responses of the specimens, revealing a progressive loss of interfacial bond stiffness. Notably, the chapter introduces a three-stage linear damage model to quantify the fatigue damage evolution, providing a robust framework for understanding and predicting the deterioration of CFRP-concrete interfaces. The findings offer crucial insights into the durability and performance of these joints under cyclic loading, making it a valuable resource for professionals in the field of structural engineering and materials science.
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Title
Bond Behavior of CFRP/Concrete Joint Under Fatigue Loading: Experimental Study and Analytical Investigation
Authors
Ahmed Kallel
Radhouane Masmoudi
Benoit Bissonnette
Marcelin Joanis
Copyright Year
2025
Book
Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 6

Print ISBN: 978-3-031-61506-1

Electronic ISBN: 978-3-031-61507-8

Copyright Year: 2025

DOI
https://doi.org/10.1007/978-3-031-61507-8_5
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