Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
권호 표지

An Experimental Study on the Flexural Behavior of RC Beams Strengthened with Externally Prestressed CFRP Plate

탄소판으로 외부 긴장된 철근콘크리트보의 휨거동에 관한 실험연구

  • 박종섭 (한국건설기술연구원 구조연구부) ;
  • 박영환 (한국건설기술연구원 구조연구부) ;
  • 유영준 (한국건설기술연구원 구조연구부) ;
  • 정우태 (한국건설기술연구원 구조연구부)
  • Published : 2004.05.01
Download PDF
⟨ Previous Next ⟩

Abstract

Carbon Fiber Reinforced Polymer(CFRP) composites are widely applied to strengthen deteriorated concrete structures. This paper presents the experimental results of the performance of reinforced concrete(RC) beams strengthened with externally prestressed CFRP plates. Simple beams with 3 m span length were tested to investigate the effect of prestressing force of CFRP plates on the flexural behavior of externally strengthened RC beams.

Keywords