Confining Effect of CFS on Concrete Compressive Members under Load Actions

하중이력에 따른 콘크리트 압축부재의 CFS 보강효과에 관한 연구

  • 배주성 (전북대학교 토목환경공학부 교수·전북대학교 공업기술연구소) ;
  • 김경수 (전북대학교 토목공학과) ;
  • 김재욱 (전북대학교 토목공학과) ;
  • 고영표 (전북대학교 토목공학과)
  • Published : 1999.10.01

Abstract

Advanced composite materials such as carbon fiber, aramid, and glass fiber sheet, are widely used recently to strengthening existing reinforced concrete structures. The purpose of this paper was to investigate the mechanical characteristics of concrete compressive members confined with carbon fiber sheet and evaluate the efficiency of the strengthening under load actions. Uniaxal compression tests of concrete compressive members confined with carbon fiber sheet were experimentally used to develop a relationship between the axial stresses and the lateral stresses. The resulting axial and lateral strains were used to determine the confinement effect of concrete compressive members.

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