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Enhancements in Performance and Manufacturing Efficiencies of GFRP Rebar

GFRP 보강근의 성능 및 제작 효율화 방안

  • 유영준 (한국건설기술연구원 인프라구조연구실) ;
  • 김장호 (연세대학교 사회환경시스템공학부) ;
  • 박영환 (한국건설기술연구원 인프라구조연구실) ;
  • 박지선 (한국건설기술연구원 미래건축연구실)
  • Received : 2011.10.10
  • Accepted : 2011.11.21
  • Published : 2012.01.30

Abstract

Fiber reinforced polymer (FRP) reinforcing rebar with non-corrosive property is suggested as an alternative replacement to steel reinforcing rebar due to its enhanced durability and non-corrosive characteristics. Currently, a limited number of glass fiber reinforced polymer rebar (GFRP) are sold commercially due to their high cost, relatively low performances, and brittle failure characteristics. Therefore, the performance enhancements and cost reduction of GFRP rebar are needed to increase its applications in construction fields. The intent of this study is to develop high performance GFRP rebar by improving its tensile and shear properties. Also, in order to reduce manufacturing costs, factors such as material composition and manufacturing process were evaluated to improve manufacturing efficiency. Finally a GFRP rebar with enhanced material properties and less expensive than the GFRP rebar currently sold in the market was manufactured and evaluated for its application possibility in construction fields.

최근 고부식 환경에 놓여 있는 철근 콘크리트 구조물의 철근 부식 문제를 해결할 수 있는 방안 중 하나로 뛰어난 내부식성을 가진 섬유복합체(Fiber Reinforced Polymer, FRP)로 제작된 보강근이 주목받고 있다. 유리섬유복합체로 제작된 보강근이 상용화된 상태이나 가격, 철근보다 낮은 탄성계수, 취성파괴 특성 등의 이유로 사용 실적은 많지 않은 것이 현실이다. 이러한 문제점을 해결하기 위한 방편 중 하나는 유리섬유복합체 보강근의 성능을 고도화하는 것이다. 성능 고도화를 통해 강도 대비 가격을 낮출 수 있으며, 인장성능을 향상시킬 수 있다. 본 연구는 주어진 재료와 조건 하에서 보강근 성능에 영향을 미치는 인자들의 효율성 향상을 통한 고인장 성능 유리섬유복합체 보강근의 개발에 관한 것이다. 이를 위해 구성재료와 제작방법 등 유리섬유복합체 보강근의 인장성능에 영향을 미치는 인자들에 대해 분석을 수행하여 개선 방안을 제안하였으며, 이를 통해 보강근의 주재료인 유리섬유의 성능을 기존 제품보다 더욱 효율적으로 활용하는 보강근을 제작하였으며, 다양한 변수에 대한 인장시험을 통하여 그 성능을 비교 분석함으로써 개선 방안의 적절성을 검증하였다.

Keywords

References

  1. 서대원, 한범석, 신성우, "FRP bar를 주근으로 사용한 콘크리트 휨부재의 압축측 콘크리트 구속에 따른 거동", 구조물진단학회지, 제12권 3호, 2008, pp.110-118.
  2. 문도영, 오홍섭, "알카리저항 초단유리섬유를 리브에 사용한 유리섬유 보강근의 내구성능", 구조물진단학회지, 제15권 1호, 2011, pp.281-287.
  3. 오홍섭, 심종성, 강태성, "GFRP Rebar로 보강된 콘크리트 보의 피로 휨․부착성능에 관한 실험적 연구", 구조물진단학회지, 제12권 1호, 2008, pp.101-108.
  4. 최윤철, 박금성, 최현기, 최창식, "GFRP 보강근으로 겹이음된 콘크리트 보의 보강비에 따른 거동특성", 구조물진단학회지, 제15권 1호, 2011, pp.67-76.
  5. Ahmadi, M.S., Johari, M.S., Sadighi, M. and Esfandeh, M., "An experimental study on mechanical properties of GFRP braid-pultruded composite rods", eXPRESS Polymer Letters, vol. 3, No. 9, 2009, pp.560-568. https://doi.org/10.3144/expresspolymlett.2009.70
  6. American Concrete Institute (ACI), Guide Test Methods for Fiber-Reinforced-Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures, ACI 440.3R-04, Committee 440, 2004.
  7. American Concrete Institute (ACI), Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars, ACI 440.1R-06, Committee 440, 2006.
  8. Bank, L.C., Gentry, T.R., Thompson, B.P. and Russell, J.S., "A model specification for FRP composites for civil engineering structures", Construction and Building Materials, vol. 17, 2003, pp.405-437. https://doi.org/10.1016/S0950-0618(03)00041-2
  9. CSA Standard, Design and Construction of Building Components with Fibre-Reinforced Polymers, Canadian Standards Association, S806-02, 2002.
  10. Cui, Y. and Tao, J., "A new type of ductile composite reinforcing bar with high tensile elastic modulus for use in reinforced concrete structures", Canadian Journal of Civil Engineering, vol. 36, 2009, pp.672-675. https://doi.org/10.1139/L09-012
  11. Daniel, I.M. and Ishai, O., Engineering Mechanics of Composite Materials, Oxford University press, 1994, pp.72-85.
  12. Djamaluddin, R., Hino, S. and Yamaguchi, K., "Innovative Approach in Manufacturing and Application of CFRP rods with U-anchor for Concrete Structures", Advanced Composite Materials in Bridges and Structures (ACMBS), 4th International Conference, Calgary, Alberta, Canada, 2004.
  13. Ghiorse, S.R., "Effect of void content on the mechanical properties of carbodepoxy laminates", SAMPE Quarterly, vol. 24, No. 2, 1993, pp.54-59.
  14. ISIS Canada, Design Manual 3: Reinforcing concrete structures with fiber reinforced polymers, The Canadian Network of Centers of Excellence on Intelligent Sensing for Innovative Structures, 2001.
  15. Jones, K.D., DiBenedetto, A.T., "Fiber fracture in hybrid composite systems", Composites Science and Technology, vol. 51, No. 1, 1994, pp.53-62. https://doi.org/10.1016/0266-3538(94)90156-2
  16. Kalamkarov, A.L., Georgiades, A.V., MacDonald, D.O. and Fitzgerald, S.B., "Pultruded fibre reinforced polymer reinforcements with embedded fibre optic sensors", Canadian Journal of Civil Engineering, vol. 27, 2000, pp.972-984. https://doi.org/10.1139/l00-034
  17. Keesler, R.J. and Power, R.G., Corrosion of Epoxy Coated Rebars-Keys Segmental Bridge-Monroe County, Report No. 88-8A, Florida Dept. of Transportation, Materials Office, Corrosion Research Laboratories, Gainesville, Fla., 1998.
  18. Matthys, S., "Structural Behavior and Design of Concrete Members Strengthened with Externally Bonded FRP Reinforcement", Ph.D Thesis, Magnel Laboratory for Concrete research, Department of Structural Engineering, Ghent University, 2000.
  19. Micelli, F. and Nanni, A., "Tensile characterization of FRP rods for reinforced concrete structures", Mechanics of Composite Materials, vol. 39, No. 4, 2003, pp.293-304. https://doi.org/10.1023/A:1025638310194
  20. Nkurunziza, G., Debaiky, A., Cousin, P. and Benmokrane, B., "Durability of GFRP bars: A critical review of the literature", Progress in Structural Engineering and Materials, vol. 7, 2005, pp.194-209. https://doi.org/10.1002/pse.205
  21. Phillips, L.N., Design with Advanced Composite Materials, Springer-Verlag, 1989.
  22. Shih, C.H., Liu, Q. and Lee, L.J., "Vacuum-assisted resin transfer molding using tackified fiber preforms", Polymer Composites, vol. 22, No. 6, 2001, pp.721-729. https://doi.org/10.1002/pc.10574
  23. Weber, A., "BOND PROPERTIES OF A NEWLY DEVELOPED COMPOSITE REBAR, Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005)", eds. Chen and Teng, 2005.
  24. Yoshida, H., "Influence of voids on the interlaminar shear strength of carbon fiber reinforced plastics", Advanced Composite Materials, vol. 3, No. 2, 1993, pp.113-122. https://doi.org/10.1163/156855193X00115
  25. You, Y.J., Park, Y.H., Park, J.S. and Kim, K.H., "DEVELOPMENT OF FRP REBAR FOR CONCRETE STRUCTURES IN KOREA", 8th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-8), University of Patras, Patras, Greece, 2007.
  26. http://www.concrete.org/students/AslanFRPRebar.pdf
  27. http://www.concrete.org/students/Pultrall-V-Rod-Technical -Data-Sheet-for-2009-Competition.pdf

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