DOI QR코드

DOI QR Code

Bond Splitting Strength and Behavior of GFRP Reinforcement with Roughened Surface

거친표면 GFRP 보강근의 쪼갬부착파괴강도 및 거동 고찰

  • 문도영 (경성대학교 토목공학과)
  • Received : 2010.12.15
  • Accepted : 2011.02.11
  • Published : 2011.04.30

Abstract

In this experimental study, bond splitting strength and behavior were evaluated through pull-out tests. The tests were conducted on a GFRP rebar with roughened surface which was produced by Canadian manufacturer. The used variables in this study were rebar diameter, cover depth and compressive strength of concrete. For each variable, five specimens were made and tested to obtain good results. The bond splitting behavior was investigated from the relationship of pull-out force and slip. The experimental bond splitting strength was compared with the predicted strength obtained from the equations presented by some researchers. The results of the comparison demonstrated that the strength could be predicted well by using the Harajli et al's equation.

본 연구는 거친 표면을 갖는 GFRP 보강근의 쪼갬에 의한 부착파괴 거동과 파괴강도를 인발실험을 통해 규명하였다. 실험변수로서, 보강근의 직경, 콘크리트 피복 및 콘크리트 압축강도에 대하여 실험을 수행하였으며, 동일한 변수에 대하여 5개의 실험 결과를 평균하여 실험에 대한 오차를 최소화 하였다. 또한 쪼갬에 의한 부착파괴거동을 인발력과 변위결과로부터 고찰하였다. 쪼갬부착파괴강도 결과는 여러 연구자가 제안한 이형철근 및 FRP 보강근의 쪼갬부착파괴강도 평가모델식과 비교하였다. 분석결과, 거친표면을 갖는 GFRP 보강근의 쪼갬부착파괴강도는 Harajli 등(1995)이 제안한 모델을 이용하여 가장 근사하게 평가할 수 있는 것으로 나타났다.

Keywords

References

  1. 문도영, 안준우 (2010) 거친표면 GFRP 보강근의 쪼갬에 의한 부착파괴거동 고찰, 한국콘크리트학회 2010년도 가을학술대회 논문집, 한국콘크리트학회, 제22권, 제2호, pp. 427-428.
  2. 한국콘크리트학회 (2007) 콘크리트구조설계기준, (사)한국콘크리트학회.
  3. ACI 440.3R-04 (2004) Guide Test Methods for Fiber-Reinforced Polymers (FRP) for Reinforcing or Strengthening Concrete Structures, ACI, Farmington Hills, Michigan, USA.
  4. Esfahani, M.R. and Rangan, B.V. (1998) Local bond strength of reinforcing bars in normal strength and High strength concrete(HSC), ACI Structural Journal, Vol. 95, No. 2, pp. 96-106.
  5. Harajli, M.H., Hout, M. and Jalkh, W. (1995) Local bond stress-slip behavior of reinforcing bars embedded in plain and fiber concrete, ACI Material Journal, Vol. 92, No. 4, pp. 343-353.
  6. Kanekubo, T., Yonemaru, K., Fukuyama, H. and Sonobe, Y. (1993) Bond splitting strength of concrete members reinforced with FRP bars, Transactions of the Japan Concrete Institute, Vol. 15, pp. 305-318.
  7. Kemp, E.L. and Wilhelm, W.J. (1979) Investigation of parameters influencing bond, ACI Journal, Vol. 76, No. 1, pp. 47-71.
  8. Okelo, R. and Yuan, R. (2005) Bond splitting behavior of FRP rebars in normal strength concrete, Proceedings 46th AIAA/ASME/AHS/ASCE structures; structural dynamics and materials conference, AIAA-2005-2243, Austin, Texas, pp. 5489-5501.
  9. Orangun, C.O. Jirsa, J.O. and Breen, J.E. (1977) A reevaluation of test data on development length and splices, ACI Journal, Vol. 74-11, pp. 114-121.
  10. Sakai, T., Kanekubo, T., Yonemaru, K. and Fukuyama, H. (1999) Bond splitting behavior of continuous fiber reinforced concrete members, ACI SP-188, pp. 1131-1144.
  11. Tastani, S.P. and Pantazopoulou, S.J. (2006) Bond of GFRP bars in concrete: experimental study and analytical interpretation, Journal of Composites for Construction, ASCE, Vol. 10. No. 5, pp. 381-391. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:5(381)
  12. Tepfers, R. (1979) Cracking of concrete cover along anchored deformed reinforcing bars, Magazine of Concrete Research, Vol. 31, No. 106, pp. 3-12. https://doi.org/10.1680/macr.1979.31.106.3