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

Korea Concrete Institute (한국콘크리트학회)
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Flexural Strength Capacity of RC Decks Strengthened with Carbon Fiber Reinforced Polymers

탄소섬유복합재로 보강된 철근콘크리트 바닥판의 휨보강 성능

  • 박종섭 (한국건설기술연구원 구조연구부) ;
  • 박영환 (한국건설기술연구원 구조연구부) ;
  • 정우태 (한국건설기술연구원 구조연구부) ;
  • 강재윤 (한국건설기술연구원 구조연구부)
  • Published : 2005.11.01
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Abstract

Carbon Fiber Reinforced Polymer(CFRP) composites are widely applied to strengthen deteriorated concrete structures. This paper presents the experimental results of the performance of reinforced concrete(RC) decks strengthened with CFRP composites. Simple span decks with 2m span length were tested to investigate the effect of CFRP reinforcement types on the flexural behavior of strengthened RC beams. The test results were analyzed with the special emphasis on the failure mode and the maximum load.

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