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Long-Term Effect of Chemical Environments on FRP Reinforcing Bar for Concrete Reinforcement

화학적 환경에 노출된 콘크리트 보강용 FRP 보강근의 장기 효과

  • 박찬기 (건국대학교 지역건설환경공학과) ;
  • 원종필 (건국대학교 지역건설환경공학과) ;
  • 유정길 (건국대학교 지역건설환경공학과)
  • Published : 2003.12.01

Abstract

The corrosion of steel reinforcing bar(re-bar) has been the major cause of the reinforced concrete deterioration. FRP(Fiber-reinforced polymer) reinforcing bar has emerged as one of the most promising and affordable solutions to the corrosion problems of steel reinforcement in structural concrete. However, FRP re-bar is pone to deteriorate due to other degradation mechanisms than those for steel. The high alkalinity of concrete, for instance, is a possible degradation source. Other potentially FRP re-bar aggressive environments are sea water, acid solution and fresh water/moisture. In this study long-term durability performance of FRP re-bar were evaluated. The mechanical and durability properties of two type of CFRP-, GFRP re-bar and one type of AFRP re-bar were investigated; the FRP re-bars were subjected to alkaline solution acid solution, salt solution and deionized water. The mechanical and durability properties were investigated by performing tensile, compressive and short beam tests. Experimental results confirmed the desirable resistance of FRP re-bar to aggressive chemical environment.

철근의 부식은 철근콘크리트 구조물의 주요파괴 원인이다. 철근의 부식에 대한 문제점을 해결할 가능성이 있는 재료 중 FRP 보강근은 그 가능성이 높다. 그렇지만 FRP 보강근은 보강철근과 다른 파괴 매카니즘으로 의하여 현저하게 성능이 저하될 가능성을 가지고 있다. 이와 같은 환경에는 알칼리, 산, 염해 및 물과 수분 등이 있다. 따라서 본 연구에서는 FRP 보강근의 화학적 환경하에서의 내구성능을 평가하고자 하였으며 사용된 FRP 보강근은 2가지 종류의 CFRP 보강근 및 GFRP 보강근, 한가지 종류의 AFRP 보강근으로 알칼리용액, 산용액, 염해환경 및 중성용액에 노출시켰다. FRP 보강근의 역학적 특성 및 내구특성은 인장, 압축 및 전단시험을 통하여 평가하였으며 시험결과 FRP 보강근은 매우 혹독한 화학적 환경에서 우수한 내구성을 가지고 있음을 알 수 있었다.

Keywords

References

  1. ACI Committee 440, 'State-of-the-art report on fiber reirforced plastic reinforcement for concrete structure,' ACI Report 440R, Detroit, MI, USA,1996
  2. ACI, Committee 440, 'Guide for the Design and Construction of Concrete Reirforced with FRPbars,' ACI Report 440H, Detroit, MI, USA, 2000
  3. Nanni, A, Francesco, M, 'Mechanical properties and durability of FRP rods,' CIES 00-22, Darpartment of Civil Engineering, University of Missouri-Rolla, U.S.A., 2001
  4. Salah U. Al-Dulaijan, Mesfer M. Al-Zahrani,Antonio Nammi, Charles E. Bakis, and Thomas E. Boothy, 'Effect of Enviromnental Pre-conditioning on Bond of FRP Reinfocement to Concrete,'Journal of Reinforced PIastics and Composites,1999, pp.1-25
  5. Chin J.W., Aouadi K., and Nguyen T., 'Effects ofEnvironmental Exposure on Fiber-Reinforced Plastic(FRP) Matehals Used in Construction,' Joumal cfComposites and Technotogy Research, Vo1.19, No.4,1997, pp.206-213
  6. Devalapura, RK., Gauchel, J.V., Greenwood, ME,Hanldn, A, and Humphrey, T.,(1997) 'Long-TermDurcibility of GFRP Composites in AlkalineEnuironments,' Proc. 3rd Non-Metallic (FRP)Reinforcement for Concrete Stmctures, Intemational Symposium, Sapporo, Japan, October 14-16th, Vo1.2,pp.83-90. ASTM- (1996B), American Society forTesting and Matmals, ASTM D 4475 StandardTest Method for Apparent Hoiizontal ShearStrength of Pultruted Reinforced Plastic Rods ByThe Short Beam Method, November
  7. Katsuld F, Uomoto T, 'Prediction of Deteriorationof FRP Rods Due to Alkali Attack,'Non-Metallic(FRP) Reinforcement for ConcreteStructures, 1995, pp.82-69
  8. Ssadatmznesh H. and Tannous F., 'Durability ofFRP re-bar and Tendon,' Non-Metallic (FRP)Reinforcement for Concrete Structures: Proceedingsof fher Third International Symposium, Sapporo,Vo1.2, 1997, pp.107-114
  9. Litherland, K.L, Oakley, D.R, and Proctor, BA,'The Use of Accelerated Ageing Procedures toPredict the Long Term Strength of GRCComposites,' Cement and Cocnrete Research,Vol-11, pp.455-466
  10. Vijay P.V., 'Aging and Design of ConcreteMembers Reinforced with GFRP Bars,' PhD.thesis, Department of Civil Engineering WestVirginia University, Morgantown, West Verginia,USA, 1999
  11. ASTM, (1996B), American Society for Testing and Materials, ASTM D 4475 Standard Test Method for Apparent Horizontal Shear Strength of Pultruted Reinforced Plasdc Rods By The Short Beam Method, November
  12. Castro, P.F. and Carino, N.J., 'Tensile and Non Destructive Testing of FRP bars,' J. Comp. Constr., Vol.2, No.1, February, 1998, pp.17-27 https://doi.org/10.1061/(ASCE)1090-0268(1998)2:1(17)

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