INVESTIGATION OF THE CONCRETE ADHESION STRENGTH OF COMPOSITE REINFORCEMENT WITH A PARTIALLY DEFORMED PROFILE
Abstract and keywords
Abstract (English):
Generally the mechanical adhesion provides the mutual interaction of concrete and composite reinforcement. The paper presents the experimental results of a study of the adhesion strength to concrete of fiber-reinforced polymer (FRP). In the study we tested the samples of glass-reinforced plastic (GRP) with a partially deformed profile in accordance with GOST 32492-2015. The average maximum value of the adhesion strength of an ACP with a periodically deformed profile and concrete was 12.7 MPa. It agrees with the requirements of state standards.

Keywords:
fiber reinforced polymer, glass-reinforced plastic, rebar profile, adhesion to concrete, straining, Pull-Out test
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References

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