Impact response of ultra-high performance fiber-reinforced concrete filled square double-skin steel tubular columns

Jie Li, Weiqiang Wang, Chengqing Wu, Zhongxian Liu and Pengtao Wu

Abstract

This paper studies the lateral impact behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled double-skin steel tubular (UHPFRCFDST) columns. The impact force, midspan deflection, and strain histories were recorded. Based on the test results, the influences of drop height, axial load, concrete type, and steel tube wall thickness on the impact resistance of UHPFRCFDST members were analyzed. LS-DYNA software was used to establish a finite element (FE) model of UHPFRC filled steel tubular members. The failure modes and histories of impact force and midspan deflection of specimens were obtained. The simulation results were compared to the test results, which demonstrated the accuracy of the finite element analysis (FEA) model. Finally, the effects of the steel tube thickness, impact energy, type of concrete and impact indenter shape, and void ratio on the lateral impact performances of the UHPFRCFDST columns were analyzed.

Key Words

drop hammer; Finite Element Analysis (FEA); steel tube; ultra-high performance fiber-reinforced concrete

Address

Jie Li:Tianjin Key Laboratory of Civil Structure Protection and Reinforcement, Tianjin Chengjian University, Tianjin 300384, China Weiqiang Wang: College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China Chengqing Wu:School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, NSW 2007, Australia Zhongxian Liu:Tianjin Key Laboratory of Civil Structure Protection and Reinforcement, Tianjin Chengjian University, Tianjin 300384, China Pengtao Wu:Tianjin Key Laboratory of Civil Structure Protection and Reinforcement, Tianjin Chengjian University, Tianjin 300384, China

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