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

Korea Concrete Institute (한국콘크리트학회)
권호 표지

Flexural Behavior of Reinforced Concrete Beams Strengthened by CFRP Plates

탄소섬유판으로 보강된 철근콘크리트 보의 휨거동해석

  • 양동석 (성균관대학교 토목환경공학과) ;
  • 고병순 ((주)삼보기술단 구조부) ;
  • 박선규 (성균관대학교 토목환경공학과) ;
  • 유영찬 (한국건설기술 연구원 건축연구부) ;
  • 최기선 (한국건설기술 연구원 건축연구부)
  • Published : 2005.05.01
Download PDF
⟨ Previous Next ⟩

Abstract

This paper focuses on the flexural behavior of RC beams externally reinforced using Carbon Fiber Reinforced Plastics plates (CFRP). A non-linear finite element (FE) analysis is proposed in order to complete the experimental analysis of the flexural behaviour of the beams. This paper is a part of a complete program aiming to set up design formulate to predict the strength of CFRP strengthened beams, particularly when premature failure through plates-end shear or concrete cover delamination occurs. An elasto-plastic behaviour is assumed for reinforced concrete and interface elements are used to model the bond and slip.

Keywords