Proceedings of the Korean Institute of Building Construction Conference (한국건축시공학회:학술대회논문집)

The Korean Institute of Building Construction (한국건축시공학회)
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Flexural Test on Beam-Column Connections Using High Strength Concrete and GFRP bars

고강도 콘크리트와 GFRP 보강근을 사용한 보-기둥 접합부 휨 실험

  • 이혜진 (경기대학교 건축공학과) ;
  • 김시준 (경기대학교 플랜트.건축공학과) ;
  • 양근혁 (경기대학교 플랜트.건축공학과) ;
  • 박상훈 (운진건설기업, 관리부)
  • Published : 2017.11.16
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Abstract

The beam-column connection using high-strength GFRP bars exhibited a comparable flexural strength but brittle failure mode, when compared with those of connection using high-strength steel reinforcement.

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