Computers and Concrete

  • 제31권6호
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  • Pages.537-543
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  • 2023
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental and numerical analysis of seismic behaviour for recycled aggregate concrete filled circular steel tube frames

  • Xianggang Zhang (School of Civil Engineering, Henan Polytechnic University) ;
  • Gaoqiang Zhou (School of Civil Engineering, Henan Polytechnic University) ;
  • Xuyan Liu (School of Civil Engineering, Henan Polytechnic University) ;
  • Yuhui Fan (School of Civil Engineering, Henan Polytechnic University) ;
  • Ercong Meng (School of Engineering and Technology, Southwest University) ;
  • Junna Yang (School of Civil Engineering, Henan Polytechnic University) ;
  • Yajun Huang (School of Intelligent Construction, Wuchang University of Technology)
  • 투고 : 2022.07.11
  • 심사 : 2023.02.08
  • 발행 : 2023.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

To study the seismic behavior of recycled aggregate concrete filled circular steel tube (RACFCST) frames, the seismic behavior experiment of RACFCST frame was carried out to measure the hysteresis curve, skeleton curve and other seismic behavior indexes. Moreover, based on the experimental study, a feasible numerical analysis model was established to analyze the finite element parameters of 8 RACFCST frame specimens, and the influence of different variation parameters on the seismic behavior index for RACFCST frame was revealed. The results showed that the skeleton curve of specimens under different axial compression ratios were divided into three stages: elastic stage, elastic-plastic stage and descending stage, and the descending stage was relatively stable, indicating that the specimen had stronger deformation capacity in the descending stage. With the increase of axial compression ratio, the peak bearing capacity of all specimens reduced gradually, and the reduction was less than 5%. With the decrease of beam-column linear stiffness ratio, the peak bearing capacity decreased gradually. With the decrease of yield bending moment ratio of beam-column, the peak bearing capacity decreased gradually, and the decreasing rate of peak bearing capacity gradually accelerated. In addition, compared with the axial compression ratio, the beam-column linear stiffness ratio and the yield bending moment ratio of beam-column had a more significant influence on the peak bearing capacity of RACFCST frame.

키워드

과제정보

This work was financially supported by the Funds for Establishment Project of Double First-Class Disciplines of Safety and Energy Engineering Department (AQ20230731).

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