Experimental and analytical study on crack resistance of fully prefabricated steel-UHPC composite deck using PBL connectors

To improve the crack resistance of a fully prefabricated composite deck, this study employed perfobond rib (PBL) connectors as the anti-cracking structure at the steel-ultra-high-performance concrete (UHPC) interface. Eight specimens were designed and tested through four-point bending tests. The crack development, ultimate failure pattern, and load-deflection response were observed. According to the test results, the interface employing the PBL connectors achieved satisfactory crack resistance, which was even better close to the cast-on-site reinforced UHPC section. The amount and size of the holes in the PBL connectors, and the placement direction, had an obvious impact on the crack resistance. An analytical model is proposed to describe the cracking mechanism at the steel-UHPC interface. A comparison with the test results revealed that the analytical model has satisfactory accuracy. Sensitivity analyses were performed on the three main design parameters, and the initial cracking strength of the interface was most sensitive to the height of the PBL connectors.

Automated summary

To enhance the crack resistance of a fully prefabricated composite deck, this study utilized perfobond rib (PBL) connectors as anti-cracking structure at the steel-ultra-high-performance concrete (UHPC) interface. The performance was evaluated through four-point bending tests on eight specimens, observing crack development, failure pattern, and load-deflection response. Results showed satisfactory crack resistance of the PBL connectors at the interface, even outperforming the cast-on-site reinforced UHPC section. The number and size of holes in the PBL connectors, as well as their placement direction, significantly affected the crack resistance. An analytical model was proposed to describe the cracking mechanism at the steel-UHPC interface, demonstrating satisfactory accuracy when compared with test results. Sensitivity analyses revealed that the initial cracking strength of the interface was most sensitive to the height of the PBL connectors.