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The bond behavior between the externally-bonded FRP reinforcement (referred to as FRP strips for simplicity) and the concrete substrate therefore plays a crucial role in the failure process of these beams.
In addition, the effect of concrete aging on the bond behavior between the bar and the concrete was evaluated.
In this paper, the bond behavior between the steel tube and the concrete in concrete-filled steel tubes (CFST) is investigated.
The bond behavior between the CFRP rods and the filler in the anchorage for the post-tension rods should be investigated.
The study also showed that the bond behavior between the GFRP bars and concrete improved when the GFRP bars were used as longitudinal compressive bars.
Conversely, the use of lime or cement-based mortar implies that attention has to be payed also to the bond behavior between the fibers and the matrix, since sliding phenomena and cohesive failures in the mortar frequently occur.
Similar(51)
A chemical short range order model was used to evaluate the bonding behavior between the constituent species.
This paper investigates the bonding behavior between the CFRP rod and the concrete under temperature cycling when the near surface mounted (NSM) strengthening technique is applied.
By varying the molar concentration of the NaOH activating solution, three different geopolymer matrices are obtained and the influence of the alkaline environment on the bond behavior between fibers and matrix is examined.
In this paper, a total of 237 pull-out specimens were tested to investigate the effect of the loading rate on the bond behavior between plain round bars and concrete under different lateral pressures.
In these circumstances, the mechanical performance of the splices essentially depends on the bond behavior between grout and bars.
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