Progress Analysis of Bonding Performance of GFRP Reinforcement to Concrete

Yinmao Wang; Zhang Liu; Liwei Wu

doi:10.54097/cwpy5e31

Authors

Yinmao Wang
Zhang Liu
Liwei Wu

DOI:

https://doi.org/10.54097/cwpy5e31

Keywords:

GFRP bar, Ultimate bond strength.

Abstract

The article briefly summarizes the latest progress of research on the bonding properties of GFRP bars to concrete at home and abroad. It analyzes three test methods for studying the bond properties of GFRP bars, namely: losberg test, standard specimen test, and beam test, and briefly introduces the pullout test device for the pullout test. The bonding mechanism and the influence of the surface form of GFRP bars, concrete strength, diameter size, anchorage length, protective layer thickness and other influencing factors on the bond strength are analyzed and summarized, among which the diameter size and anchorage length have a greater influence on the bond strength. Suggestions are also made to address the shortcomings of the existing research, which provide a basis for a more in-depth study of the bond strength of GFRP bars in the future.

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