Computers and Concrete

  • 제24권1호
  • /
  • Pages.73-83
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  • 2019
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of bond slip on the performance of FRP reinforced concrete columns under eccentric loading

  • Zhu, Chunyang (Civil Engineering School, Shenyang Jianzhu University) ;
  • Sun, Li (Civil Engineering School, Shenyang Jianzhu University) ;
  • Wang, Ke (China Communications Construction Company First Highway Consultants Co. Ltd.) ;
  • Yuan, Yue (Highway Administration Bureau of Liaoning Communications Department) ;
  • Wei, Minghai (Civil Engineering School, Shenyang Jianzhu University)
  • 투고 : 2019.01.16
  • 심사 : 2019.06.04
  • 발행 : 2019.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

Concrete reinforced with fiber reinforced polymer (FRP) bars (FRP-RC) has attracted a significant amount of research attention in the last three decades. A limited number of studies, however, have investigated the effect of bond slip on the performance of FRP-RC columns under eccentric loading. Based on previous experimental study, a finite-element model of eccentrically loaded FRP-RC columns was established in this study. The bondslip behavior was modeled by inserting spring elements between FRP bars and concrete. The improved Bertero-Popov-Eligehausen (BPE) bond slip model with the results of existing FRP-RC pullout tests was introduced. The effect of bond slip on the entire compression-bending process of FRP-RC columns was investigated parametrically. The results show that the initial stiffness of bond slip is the most sensitive parameter affecting the compression-bending performance of columns. The peak bond stress and the corresponding peak slip produce a small effect on the maximum loading capacity of columns. The bondslip softening has little effect on the compression-bending performance of columns. The sectional analysis revealed that, as the load eccentricity and the FRP bar diameter increase, the reducing effect of bond slip on the flexural capacity becomes more obvious. With regard to bond slip, the axial-force-bending-moment (P-M) interaction diagrams of columns with different FRP bar diameters show consistent trends. It can be concluded from this study that for columns reinforced with large diameter FRP bars, the flexural capacity of columns at low axial load levels will be seriously overestimated if the bond slip is not considered.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

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