Experimental study on flexural behavior of hollow steel-UHPC composite bridge deck: Fid-Bau Portal

Experimental study on flexural behavior of hollow steel-UHPC composite bridge deck

Zou, Yang / Zheng, Kaidi / Zhou, Zhixiang / Zhang, Zhongya / Guo, Jincen / Jiang, Jinlong

Highlights • Excellent bending capacity and material utilization can be achieved in the novel hollow steel-UHPC composite deck. • The effects of the embedded steel tubes, steel bars, UHPC material, and flange thickness on the mechanical properties of hollow steel-UHPC composite decks are discussed. • There is a great composite effect between the embedded steel pipe and the UHPC without any additional shear connection. • A theoretical formula is proposed to predict the flexural capacity of the hollow steel-UHPC composite deck.

Abstract The application of UHPC might reduce the weight of the bridge deck and improve its crack resistance and durability. This study proposes a hollow steel-UHPC composite deck composed of the hollow steel tube and UHPC without shear connectors. The flexural test was performed on the hollow steel-UHPC composite deck to evaluate the effects of the embedded steel tubes, steel bars, UHPC material, and flange thickness. In addition, the mechanical properties of hollow steel-UHPC composite decks were compared with waffle decks and solid concrete decks. Results indicated that the hollow steel-UHPC composite deck had excellent bending capacity and material utilization. The load-deflection curve of the composite decks could be divided into four stages: elastic stage, working stage with cracks, nonlinear stage, and fully plastic stage. Without any additional shear connection, the steel-UHPC interface slip did not occur until the load reached 0.89Pu. In the ultimate limit state, the strains at the mid-span cross-section of steel and UHPC were almost the same, suggesting that there was a good composite effect between the embedded steel tube and the outer UHPC. The embedded steel tube had a significant influence on improving the original stiffness (K0), the stiffness at the working stage with cracks (K1), and the flexural capacity (Pu) of composite decks. The flexural failure of the hollow steel-UHPC composite deck was controlled by the tensile zone. Finally, a theoretical formula was proposed to predict the flexural capacity of the hollow steel-UHPC composite deck.