Flexural Behavior of RC Beams Strengthened with Near Surface Mounted Prestressed FRP

프리스트레스를 도입한 표면매립 FRP 보강보의 휨 거동

  • 박재현 (성균관대학교 토목환경공학과 대학원) ;
  • 홍성남 (성균관대학교 토목환경공학과 대학원) ;
  • 박선규 (성균관대학교 토목환경공학과) ;
  • 정우태 (한국건설기술연구원) ;
  • 박종섭 (한국건설기술연구원) ;
  • 박영환 (한국건설기술연구원)
  • Published : 2005.11.01

Abstract

This paper presents the results of a study on improvement in flexure capacities of RC beams strenthened with near surface mounted prestressed CFRP rod and plate. Experimental variables include type of CFRP, prestressing level and existence of MI(Mechanical Interlocking). Tests show that prestressed beams exhibit a higher crack-load as well as a higher steel-yielding load compared to no-prestressed strengthened beams.

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