Steel and Composite Structures

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Bond-slip behavior of reactive powder concrete-filled square steel tube

  • Qiuwei, Wang (College of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Lu, Wang (College of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Hang, Zhao (College of Civil Engineering, Xi'an University of Architecture & Technology)
  • Received : 2021.04.29
  • Accepted : 2022.12.13
  • Published : 2022.12.25
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Abstract

This paper presented an experimental study of the bond-slip behavior of reactive powder concrete (RPC)-filled square steel tube. A total of 18 short composite specimens were designed forstatic push-out test, and information on their failure patterns, load-slip behavior and bond strength was presented. The effects of width-to-thickness ratio, height-to-width ratio and the compressive strength of RPC on the bond behavior were discussed. The experimental results show that:(1) the push-out specimens remain intact and no visible local buckling appears on the steel tube, and the interfacial scratches are even more pronounced at the internal steel tube of loading end; (2) the bond load-slip curves with different width-to-thickness ratios can be divided into two types, and the main difference is whether the curves have a drop in load with increasing slip; (3) the bond strength decreases with the increase of the width-to-thickness ratio and height-width ratio, while the influence of RPC strength is not consistent; (4) the slippage has no definite correlation with bond strength and the influence of designed parameters on slippage is not evident. On the basis of the above analysis, the expressions of interface friction stress and mechanical interaction stress are determined by neglecting chemical adhesive force, and the calculation model of bond strength for RPC filled in square steel tube specimens is proposed. The theoretical results agree well with the experimental data.

Keywords

Acknowledgement

The research described in this article was supported by the National Natural Science Foundation of China (Grant No.51878543 and No.51878540). Those supports are sincerely appreciated.

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