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Bond behavior of adhesively-bonded fiber reinforced polymers (FRPs) to concrete substrate has been investigated by many researchers worldwide.
The influences of bonded length, groove size and diameter of bar on the bond behavior were analyzed.
Reinforcement corrosion causes degradation of the bond behavior.
Yoo et al. (2015b) also examined the local bond behavior of GFRP bars embedded in UHPFRC.
These exclusions are evidence of the lack of a comprehensive bond behavior model.
Present investigation has been taken up to study the detrimental effect of corrosion on bond behavior.
However, stirrups contribute to delaying the deterioration of bond behavior induced by concrete cracking.
Numerous experimental campaigns were carried out recently to study the bond behavior of different FRCM composites.
The developed FE models also incorporated the interfacial bond behavior at the aluminum concrete interface.
However, cracking with smaller crack width could enhance the bond behavior to a certain degree.
The first phase included the studied bond behavior using two different models.
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