Numerical Study for the Estimation of Strengthening Effect of Concrete Column Strengthened with CFS

CFS 보강 콘크리트 기둥의 보강효과 산정을 위한 해석적 연구

  • 이상호 (연세대학교 토목공학과) ;
  • 허원석 ((주)동일기술공사 구조부 사원) ;
  • 박재우 (연세대학교 토목공학과 대학원)
  • Published : 1999.04.01

Abstract

The objectives of this study are to estimate the strengthening effect of concrete column strengthened with CFS and to provide basic guideline for the strengthening design with laminated composite materials. Analysis stress-strain model of laminated CFS is presented based on laminate theory. This model has been implemented in the algorithm of evaluating confinement effect of CFS. From results of the algorithm, stress-strain relationship of confined concrete is obtained. Using this stress-strain relationship, section analyses of circular and rectangular concrete columns strengthened with CFS are carried our, and load-moment interaction and load-ductility curves of the columns are obtained. To evaluate the strengthening effects of CFS, parametric study is also conducted for the angle of ply, thickness of CFS, shape of section, and reinforcement ratio. Based on this investigation, design recommendations and basic guidelines for the strengthening design with CFS are proposed.

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