Journal of the Korea Concrete Institute (콘크리트학회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Bond Properties of High Strength Steel Rebar in High Strength Steel Fiber Reinforced Concrete

강섬유 보강 고강도콘크리트와 고장력 철근의 부착 특성

  • Won, Jong-Pil (Dept. of Civil & Environmental System Engineering, Konkuk University) ;
  • Park, Chan-Gi (Dept. of Rural Construction Engineering, Kongju National University) ;
  • Jang, Chang-Il (Dept. of Civil & Environmental System Engineering, Konkuk University) ;
  • Lee, Sang-Woo (Dept. of Civil & Environmental System Engineering, Konkuk University) ;
  • Kim, Wan-Young (Korea Water Resources Corporation)
  • 원종필 (건국대학교 사회환경시스템공학과) ;
  • 박찬기 (공주대학교 지역건설공학) ;
  • 장창일 (건국대학교 사회환경시스템공학과) ;
  • 이상우 (건국대학교 사회환경시스템공학과) ;
  • 김완영 (한국수자원공사)
  • Published : 2007.10.31
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Abstract

This study was to evaluate bond properties between high-strength steel fiber reinforced concrete and high strength steel rebar. An direct bond test were performed to evaluate the bond performance of high strength steel rebar in two types of high-strength concrete with steel fiber volume fraction (0, 20, $40kg/m^3$). Also, relative bond strength was defined to determine the effect of steel fiber volume fraction on bond strength. The bond test results showed that the bond performance of high strength steel rebar and high strength concrete tended to increase with higher compressive strength and steel fiber volume fraction. Relative bond strength which performed to analyze effect of steel fiber volume fraction showed increased relative bond strength with increased steel fiber volume fraction.

연구의 촛점은 강섬유 보강 고강도콘크리트와 고장력 철근 사이의 부착 특성을 평가하였다. 강섬유 혼입률에 따른 2가지 종류의 고강도콘크리트에서 고장력 철근의 부착 성능을 평가하기 위하여 직접 부착 실험을 실시하였다. 또한 콘크리트의 압축강도의 영향을 최소로 고려하여 강섬유 혼입률에 따른 부착강도의 영향을 결정하기 위하여 상대 부착강도를 정의하였다. 부착 성능 실험 결과 강섬유의 혼입률이 증가할수록 증가하였으며 강도가 높은 콘크리트 배합에서 더 우수한 결과를 나타내었다. 콘크리트의 강도에 대한 영향을 최소로하여 강섬유 혼입률에 따른 영향을 분석하기 위한 상대부착강도 평가 결과 섬유의 사용량이 증가할수록 상대부착강도가 증가하여 섬유의 혼입률은 고강도콘크리트의 강도에 관계없이 부착강도가 증가하였다.

Keywords

References

  1. Mazloom, M., Ramezanianpour, A. A., and Brooks, J. J., 'Effect of Silica Fume on Mechanical Properties of High Strength Concrete', Cement and Concrete Composites, No.26, 2004, pp.37-357
  2. Shannag, M. J., 'High Strength Concrete Containing Natural Pozzolan and Silica Fume', Cement and Concrete Composites, No.22, 2002, pp.399-406
  3. Chan, Y. W. and Chu, S. H., 'Effect of Silica Fume on Steel Fiber Bond Characteristics in Reactive Powder Concrete', Cement and Concrete Research, No.34, 2004, pp. 1167-1172
  4. Mazloom, M., Ramezanianpour, A. A., and Brooks, J. J., 'Effect of Silica Fume on Mechanical Properties of High Strength Concrete', Cement and Concrete Composites, No.26, 2004, pp.37-357
  5. Song, P. S. and Hwang, S., 'Mechanical Properties of High Strength Steel Fiber Reinforced Concrete', Construction and Building Materials, No.18, 2004, pp.669-673
  6. Song, P. S., Wu, J. C., Hwang, S., and Sheu, B. C., 'Assessment of Statistical Variations in Impact Resistance of High-Strength Concrete and High-Strength Steel Fiber-Reinforced Concrete', Cement and Concrete Research, Vo.35, No.2, 2005, pp.393-399 https://doi.org/10.1016/j.cemconres.2004.07.021
  7. 원종필, 박찬기, 김황희, 이상우, '강섬유 혼입률에 따른 고강도 콘크리트와 GFRP 보강근의 부착 특성', 대한토목학회 논문집, Mar. 2007, pp.265-270
  8. Xial, J. and Falkner, H., 'Bond Behavior between Recycled Aggregate Concrete and Steel Rebars', Construction and Building Materials, No.21, 2007, pp.395-401
  9. Azizinamini, A., Chisala, M., and Ghosh, S. K., 'Tension Development Length of Reinforcing Bars Embedded in High-Strength Concrete', Engineering Structures, Vol.17, No.7, 1995, pp.512-522 https://doi.org/10.1016/0141-0296(95)00096-P
  10. Tepers, R., 'Cracking of Concrete Cover Along Anchord Deformed Reinforcing Bars', Magazine of Concrete Research, Vol.31, No.6, 1979, pp.3-12 https://doi.org/10.1680/macr.1979.31.106.3
  11. Edwards, A. D. and Yannopoulos, P. J., 'Local Bond Stress to Slip Relationship for Hot Rolled Deformed Bars and Mild Steel Plain Bars', ACI Journal, Vol.7, No.3, 1979, pp.405-419
  12. Haraji, M. H., 'Development/Splice Strength of Reinforcing Bars Embedded in Plain and Reinforced Concrete', ACI Structural Journal, Vol.9, No.5, 1994, pp.511-520
  13. Edwards, A. D. and Yannopoulos, P. J., 'Local Bond Stress to Slip Relationship for Hot Rolled Deformed Bars and Mild Steel Plain Bars', ACI Journal, Vol.7, No.3, 1979, pp.405-419
  14. Haraji, M. H., 'Development/Splice Strength of Reinforcing Bars Embedded in Plain and Reinforced Concrete', ACI Structural Journal, Vol.9, No.5, 1994, pp.511-520
  15. Haddad, R. H. and Abendeh, R. M., 'Effect of Thermal Cycling on Bond between Reinforcement and Fiber Reinforced Concrete', Cement and Concrete Composites, No.26, 2004, pp.743-752
  16. Tepers, R., 'Cracking of Concrete Cover Along Anchord Deformed Reinforcing Bars', Magazine of Concrete Research, Vol.31, No.6, 1979, pp.3-12 https://doi.org/10.1680/macr.1979.31.106.3
  17. Katz, A. and Berman, 'Modeling the Effect of High Temperature on the Bond of FRP Reinforcing Bars to Concrete', Cement and Concrete Composites, No.22, 2000, pp.433-443
  18. Malvar, L. J, Cox, J. V., and Cochran, B., 'Bond between Carbon Fiber Reinforced Polymer Bars and Soncrete: Experimental Study', Journal of Composites for Construction, Vol.7, No.2, 2003, pp.154-163 https://doi.org/10.1061/(ASCE)1090-0268(2003)7:2(154)
  19. Vijay P. V., Aging and Design of Concrete Members Reinforced with GFRP Bars, PhD thesis, Department of Civil Engineering, West Virginia University, Morgantown, West Verginia, USA, 1999, pp.80-160

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