Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)

Korea Concrete Institute (한국콘크리트학회)
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Rehabilitation Efficiency of the Deteriorated RC T Bridge Strengthened with GFRP

GFRP로 보강된 철근콘크티트 T형 교량의 성능향상 효과검증

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

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.

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