Steel and Composite Structures

  • 제38권5호
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  • Pages.563-582
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  • 2021
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Bond-slip behaviour of H-shaped steel embedded in UHPFRC

  • Huang, Zhenyu (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University) ;
  • Huang, Xinxiong (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University) ;
  • Li, Weiwen (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University) ;
  • Chen, Chufa (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University) ;
  • Li, Yongjie (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University) ;
  • Lin, Zhiwei (Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University) ;
  • Liao, Wen-I (Department of Civil Engineering, National Taipei University of Technology)
  • 투고 : 2019.05.15
  • 심사 : 2021.02.14
  • 발행 : 2021.03.10
⟨ 이전 논문 다음 논문 ⟩

초록

The present study experimentally and analytically investigated the push-out behaviour of H-shaped steel section embedded in ultrahigh-performance fibre-reinforced concrete (UHPFRC). The effect of significant parameters such as the concrete types, fibre content, embedded steel length, transverse reinforcement ratio and concrete cover on the bond stress, development of bond stress along the embedded length and failure mechanism has been reported. The test results show that the bond slip behaviour of steel-UHPFRC is different from the bond slip behaviour of steel-normal concrete and steel-high strength concrete. The bond-slip curves of steel-normal concrete and steel-high strength concrete exhibit brittle behaviour, and the bond strength decreases rapidly after reaching the peak load, with a residual bond strength of approximately one-half of the peak bond strength. The bond-slip curves of steel-UHPFRC show an obvious ductility, which exhibits a unique displacement pseudoplastic effect. The residual bond strength can still reach from 80% to 90% of the peak bond strength. Compared to steel-normal concrete, the transverse confinement of stirrups has a limited effect on the bond strength in the steel-UHPFRC substrate, but a higher stirrup ratio can improve cracking resistance. The experimental campaign quantifies the local bond stress development and finds that the strain distribution in steel follows an exponential rule along the steel embedded length. Based on the theory of mean bond and local bond stress, the present study proposes empirical approaches to predict the ultimate and residual bond resistance with satisfactory precision. The research findings serve to explain the interface bond mechanism between UHPFRC and steel, which is significant for the design of steel-UHPFRC composite structures and verify the feasibility of eliminating longitudinal rebars and stirrups by using UHPFRC in composite columns.

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