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The Behaviour of Ribbed GFRP-Reinforced Concrete Beam Under Fatigue

  • 2025
  • OriginalPaper
  • Chapter
Published in:
Authors
Islam Elsayed Nagy
Alireza Asadian
Khaled Galal
Published in
Proceedings of the Canadian Society for Civil Engineering Annual Conference 2024, Volume 14
Publisher
Springer Nature Switzerland

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Abstract

This chapter delves into the fatigue behavior of glass fiber-reinforced polymer (GFRP) reinforced concrete beams under bending loads, addressing a critical gap in current research. The study presents the results of a GFRP-RC beam tested under a fatigue stress level of 30% of the ultimate tensile strength (UTS), surviving two million cycles without failure. Key topics include the experimental setup, fatigue life analysis, and deflection behavior. The research highlights the protective effect of concrete on GFRP rebars, the influence of stress ratio on fatigue life, and the gradual increase in deflection throughout the fatigue test. The findings contribute to the understanding of GFRP-reinforced concrete's durability and performance, offering insights into potential expansions of current code limitations.
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previous chapter Expanding the Application of Recycled Concrete Aggregates for Road Construction
next chapter Seismic Safety Analysis of Small Modular Reactors (SMRs): A Hybrid BEM–FEM Approach
Title
The Behaviour of Ribbed GFRP-Reinforced Concrete Beam Under Fatigue
Authors
Islam Elsayed Nagy
Alireza Asadian
Khaled Galal
Copyright Year
2025
Book
Proceedings of the Canadian Society for Civil Engineering Annual Conference 2024, Volume 14

Print ISBN: 978-3-032-01077-3

Electronic ISBN: 978-3-032-01078-0

Copyright Year: 2025

DOI
https://doi.org/10.1007/978-3-032-01078-0_16
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