A Study on Fatigue Behaviors of RC Beams Strengthened with Carbon Fiber Sheets

CFS로 보강된 RC보의 피로거동에 관한 연구

  • 박정용 (부산대학교 토목공학과) ;
  • 정진환 (부산대학교 토목공학과) ;
  • 김성도 (경성대학교 건설환경공학부) ;
  • 조백순 (인제대학교 토목공학과) ;
  • 장준환 (부산대학교 토목공학과)
  • Published : 2005.05.01

Abstract

Carbon fiber sheets are widely used for strengthening the deteriorated RC structures. However most studies on the strengthening method of RC structures with carbon fiber sheets are concerning static problems. The purpose of this experimental study is to present the basic data on fatigue behaviors of. RC beams strengthened with carbon fiber sheets. The experimental parameters of this study are ; 1) the existence of U-shaped carbon fiber sheets at the ends for anchoring, 2) the number of carbon fiber sheet layers in strengthening the RC beams, 3) the load levels of $60\%\~90\%$ of the static bending moment strength, which is obtained form the static tests. Experimental results are estimated from the relationships of load level, displacement, number of repeated load and released energy. It is concluded that U-shaped carbon fiber sheets for end anchoring is very effective and the beams strengthened with one layer of carbon fiber sheet have longer fatigue life than that with three layers.

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