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

Korea Concrete Institute (한국콘크리트학회)
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Behavior of RC Beam subjected to Cyclic Load during CFS Strengthening

CFS 보강 중 주기하중을 받은 RC보의 거동

  • 조일래 (부경대학교 건설공학부 대학원) ;
  • 장희석 (부경대학교 건설공학부) ;
  • 이홍주 (부산정보대학 건설환경시스템과) ;
  • 김희성 (부산대학교 생산기술연구소)
  • Published : 2004.11.01
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Abstract

This study was performed to analyze effect of cyclic load during CFS curing on the behavior of RC beam strengthened with CFS. In the experiment, five different beginning times of cyclic load and two different strengthening amounts of CFS were chosen for experiment parameters. From the experimental results, it could be known that the cyclic load during CFS curing might give detrimental effects to the CFS strengthening effects compared to without cyclic load cases.

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