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An Analytical Model Proposal Considering Different Surface Type of Bond Behavior between GFRP Rebar and Concrete

GFRP 보강근의 외피형상을 고려한 부착 해석모델 제안

  • Received : 2018.07.31
  • Accepted : 2018.12.18
  • Published : 2019.05.01

Abstract

The bond analysis model equation was proposed through the regression analysis of the experimental values of bond behavior for each rebar. In order to verify the appropriateness of the bond analysis model equation, the bond behaviors calculated by the proposed bond analysis model, BPE model and CMR model were compared with experimental values. The proposed bond model showed the closest behavior to the experimental values when compared to other analysis models. The former models can not consider the different properties of GFRP rebar according to composed materials, mixing and manufacturing method and the latter has limitation to express the relationships between bond behavior because of derived formula by numerical analysis. This study proposed the analytical model different considering bond mechanism according to surface type. In order to verity the appropriateness of the bond analytical model, the bond behaviors calculated by the proposed bond analytical model, BPE model and CMR model were compared with experimental values. The proposed bond model showed the closest behavior to the experimental values when compared to other analysis models.

GFRP 보강근과 콘크리트의 부착성능은 접착력, 부착력 및 지압력으로 발휘되며 보강근의 표면처리 방식이나 외피형상에 따라 발휘되는 부착저항력의 종류와 크기는 다르다. GFRP 부착 해석모델에 대한 선행연구를 살펴보면 철근의 부착 해석모델을 일부 수정하여 발전시키거나 수치해석을 통한 매개변수의 수가 많은 복잡한 해석식을 제안하였다. 전자의 경우에는 규격화된 마디형상을 갖는 철근과 달리 구성재료, 배합방법, 제조방법에 따라 다양한 외피형상을 가지는 GFRP 보강근의 특성을 포괄적으로 제안하는 데는 제약이 있으며 후자의 경우에는 수치해석으로 인한 수학적 관계식으로 GFRP 보강근의 부착거동과의 역학적인 관계를 고려하기에는 어려움이 있다. 따라서 이 연구에서는 GFRP 보강근의 콘크리트와의 외피형상에 따라 달라지는 부착메커니즘을 반영한 부착 해석모델을 제안하고자 하였다. 제안한 부착 해석모델에 대한 적합성 검증을 위하여 타 연구자가 수행한 실험값과 비교하였으며 기존의 부착 해석모델인 BPE 부착 해석모델과 CMR 부착 해석모델과의 비교연구도 수행하였다. 비교결과 이 연구에서 제안한 부착 해석모델이 실제 거동에 가장 근사하게 평가하였다.

Keywords

References

  1. Eligehausen, R., Popov, E. P., and Bertero, V. (1983), Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations, Report No. UCB/EERC-83/23, University of California, California, 69-80.
  2. Malvar, L. J. (1994), Bond stress-slip characteristics of FRP rebars, Rep. TR-2013-SHR, Naval Fac. Engrg. Service Ctr., Port Hueneme, California, 1-9.
  3. Faoro, M. (1992), Bearing and deformation behaviour of structural components with reinforcements comprising resin bonded glass fibre bars and conventional ribbed steel bars, Proceedings of the International Conference on Bond in Concrete, Comite euro-international du beton, Riga Technical University, Latvia, 121-129.
  4. Alunno Rossetti, V., Galeota, D., and Giammatteo, M. M. (1995), Local bond stress-slip relationships of glass fibre reinforced plastic bars embedded in concrete, Materials and Structures, RILEM, 28(6), 340-344. https://doi.org/10.1007/BF02473149
  5. Cosenza, E., Manfredi, G., and Realfonzo, R. (1995), Analytical modelling of bond between FRP reinforcing bars and concrete, Non-Metallic (FRP) Reinforcement for Concrete Structures, Proceedings of the Second International RILEM Symposium (FRPRCS-2), University of Naples, Naples, Italy, 165-171.
  6. Cosenza, E., Manfredi, G., and Realfonza, R., (1997), Behavior and Modeling of Bond of FRP Rebars to Concrete, Journal of Composites for Construction, ASCE, 1(2), 41-50.
  7. Kim, K. H., Park, Y. H., You, Y. J., Park, J. S., Park, J. S., Kim, H. Y., You, Y. C., Jung, W. T. (2008), Design and Construction Technology for Concrete Structures Using Advanced Composite Materials, Report No. KICT-2008-165, Korea Institute of Civil Engineering and Building Technology, Ilsan, 277-283.
  8. Park, J., Lim, A., Kim, J. and Lee, J. (2016), Bond Performance of Fiber-Reinforced Polymer Rebars in Different Casting Positions, Polymer Composites, SPE, 37(7), 2198-2108.
  9. Lim, A. R. (2013), Experimental Study on Bond Behavior of GFRP Bars in Different Diameters, Thesis of Master Degree, Skyscrapers and Long Span Bridge Engineering, The University of Sungkyunkwan, Suwon, 32-41.