GFRP로 보강된 철근콘크티트 T형 교량의 성능향상 효과검증

Rehabilitation Efficiency of the Deteriorated RC T Bridge Strengthened with GFRP

  • 심종성 (정회원, 한양대학교 토목환경공학과) ;
  • 오홍섭 (정회원, 한양대학교 토목공학과 대학원) ;
  • 김진하 (한양대학교 토목환경공학과 대학원)
  • 발행 : 2000.04.01

초록

In this study, strengthening effect of the deteriorated reinforced concrete T type bridge with epoxy-bonded glass fiber reinforced plates(GFRP) is experimentally investigated. This test make a comparison between before strengthened and after strengthened with GFRP structural behavior experimentally in the field. the results generally indicate that the flexural strength of strengthened RC T-type bridge is increased.

키워드