An Experimental Study on the Flexural Behavior of RC Beams Strengthened with Near-Surface-Mounted CFRP Strips

표면매입 탄소섬유판으로 보강된 철근콘크리트 부재의 휨 거동에 관한 실험연구

  • Received : 2008.03.19
  • Accepted : 2008.08.05
  • Published : 2008.11.30

Abstract

The purpose of this study is to investigate the flexural strengthening effectiveness for the beams reinforced with NSM CFRP strips. To accomplish this objective, concrete T beams were made and tested. From this study, it is found that the flexural stiffness and strength of the beams reinforced with NSM strips were significantly improved compared to the beams without CFRP strip. The maximum increase of flexural strength was 247%. Failure of the beam reinforced with NSM was initiated by a part of separation of NSM strips along the longitudinal direction, and the second failure of strips was investigated. After the first rupture of the NSM strips, the load dropped suddenly and the second rupture was succeeded. This result shows that a perfect composite reaction with NSM strips and concrete is possible in the beam reinforced with NSM CFRP strips the NSM strips and Near surface mounted(NSM) is one of the most recent and promising strengthening techniques for reinforced concrete structures.

본 연구에서는 탄소섬유판이 표면 매입된 철근 콘크리트 보의 휨 거동 효과를 고찰하였다. 이를 위하여, 탄소섬유판이 표면 매입된 T 형 철근 콘크리트 보를 제작하여 실험을 수행하였다. 본 연구 결과, 표면매입(NSM) 탄소섬유판으로 보강된 철근콘크리트 부재의 휨 강성 및 극한강도는 섬유판으로 보강되지 않은 보에 비하여 크게 증진되며, 그 최대 증가율은 보강되지 않은 부재의 경우보다 약 247%로 나타났다. 위 철근콘크리트 부재의 파괴는 부재 길이 방향으로 섬유 소선이 풀리는 표면매입 탄소 섬유판의 파괴로 시작되며, 탄소섬유판의 파단이 이어지는 2차 파괴가 발생하였다. 표면매입 탄소섬유판은 콘크리트와의 완정한 합성거동을 유도하여 따라서 탄소섬유판을 표면에 매입하는 방식은 노후 구조물 보강방식으로 매우 효과적인 것으로 판단된다.

Keywords

References

  1. 정우태, 박종섭, 박영환. '탄소섬유보강재로 표면매립 보강된 철근콘크리트보의 파괴모드 예측'. 대한토목학회, 대한토목학회 논문집, 제 28권, 3호, 2008, pp. 349-356
  2. 오홍섭, 신종선, 주민관, 권영락. '스터럽 절단형 NSM 보강공법을 적용한 콘크리트 보 구조물의 보강 성능평가', 대한토목학회, 대한토목학회 2007년 정기학술대회 논문집, 2007, pp. 436-439
  3. De Lorenzis. L & Teng. J. G, 'Near-sur-face mounted FRP reinforcement: An emerging technique for strengthening structures', ELSEVIER, Composite Part B, Vol. 38, 2007, pp. 119-143 https://doi.org/10.1016/j.compositesb.2006.08.003
  4. Hassen. T. & Rizkalla. S, 'Bond Mechanism of Near-Surface-Mounted Fiber-Reinforced Polymer Bars For Flexural Strengthening of Concrete Structures', ACI, Structural Journal, Vol.101, No.6, 2004, pp. 830-838
  5. Hassen. T. & Rizkalla. S, 'Investigation of Bond in Concrete Structures Strengthened with Near Surface Mounted Carbon Fiber Reinforced Polymer Strips', ASCE, Composite Construction Journal, Vol. 7, No. 3, 2003, pp. 248-257 https://doi.org/10.1061/(ASCE)1090-0268(2003)7:3(248)
  6. Novidis. D, Pantazopoulou. S.J & Tentoluris. E, 'Experimental study of bond of NSM-FRP reinforcement', ELSEVIER, Construction Building Materials, Vol. 27, 2007, pp. 1760-1770
  7. Rizkalla. S & EI-Hacha. R, 'Near-Surface-Fiber-Reinforced Polymer Reinforcements for Flexural Strengthening of Concrete Structures', ACI, Structural Journal, Vol. 101, No.5, 2004, pp. 717-726
  8. Taljsten. B, Carolin. A & Nordin. H, 'Concrete structures strengthened with near surface mounted reinforcement of CFRP', Adv, Structure Engineering, Vol. 6, No. 3, 2003, pp. 201-213 https://doi.org/10.1260/136943303322419223
  9. Oehlers. D. J, Rashid. R & Seracino. R, 'IC debonding resistance of group of FRP NSM strips in reinforced concrete beams', ELSEVIER, 2007
  10. Oehlers. D. J, Liu. I & Seracino. R, 'A generic design approach for EB and NSM longitudinally plated RC beams', ELSEVIER, Construction Building Materials, Vol. 21, 2007, pp. 697-708 https://doi.org/10.1016/j.conbuildmat.2006.06.018
  11. De Lorenzis.L, 'Strengthening of RC structures with near-surface mounted FRP rods' MS thesis, Dept. of Civ. Engrg., The University of Missouri-Rolla, Rolla, Mo, 2000
  12. De Lorenzis. L, Lundgren. K & Rizzo. A, 'Anchorage length of near-surface mounted fiber-reinforced polymer bars for concrete strengthening-experimental investigation and numerical modeling', ACI, Structural Journal, Vol. 101, No. 2, 2004, pp. 269-278
  13. Mohamed Ali. M. S, Oehlers. D. J & Giffith. M. C, 'Interfacial stress transfer of near surface mounted FRP-to-concrete joints', Engineering Structures, in press
  14. Raizal Saifulnaz. MR, Oehlers. D. J & Seracino. R, 'IC debonding of FRP NSM and EB retrofitted concrete: plate and cover interactions tests', ASCE, Composite, in press
  15. Seracino. R., Raizal Saifulnaz. M. R & Oehlers. D. J. 'Generic intermediate crack debonding resistance of EB and NSM plate-to-concrete joints', ASCE, Composite Construction Journal, Vol. 11, No. 1, 2007, pp. 62-70 https://doi.org/10.1061/(ASCE)1090-0268(2007)11:1(62)