Dataset of bond strength between FRP bars and UHPC using RILEM beam test

In order to investigate the bond strength between fiber-reinforced polymer (FRP) bars and ultra-high-performance concrete (UHPC), 115 experimental data acquired from RILEM beam tests were collected from relevant research papers. The failure modes consist of pullout failure and concrete splitting failure. 11 input parameters (Vf of steel fiber, Vf of PVA fiber, Concrete compressive strength, Bar diameter, Cover-to-diameter ratio, Bonded-length-to-diameter ratio, Rib-spacing-to-diameter ratio, Rib-height-to-diameter ratio, Bar surface treatment, Bar fiber type, Bar tensile elastic modulus) were selected to study the effects of mechanical property and composition of UHPC, along with the mechanical, geometric, and surface properties of FRP bar on bond strength. The developed dataset can serve as an effective resource for investigating the bond strength between FRP bars and UHPC using beam test data.