탄소섬유 Rod로 성능향상된 교량 바닥판의 피로거동

The Fatigue behavior of strengthened bridge deck with Carbon Fiber Rod

  • 심종성 (한양대학교 토목ㆍ환경공학과) ;
  • 김민수 (한양대학교 토목ㆍ환경공학) ;
  • 김영호 (한양대학교 토목ㆍ환경공학) ;
  • 주민관 (한양대학교 토목ㆍ환경공학과)
  • 발행 : 2002.10.01

초록

The use of carbon fiber rods is a promising technology of increasing flexural and shear strength of deficient reinforced concrete members. The purpose of this experimental study is to investigate the fatigue behavior and strengthening effects of the strengthened bridge deck with isotropic and othortropic carbon fiber rod. This study shows a fatigue loading, compliance and S-N Curve between strengthened isotropically and othortropically. Then estimate the effective fatigue behavior of RC slab using composite rods that are inserted in high special purposed polymer mortar.

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