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

Korea Concrete Institute (한국콘크리트학회)
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Decision of Ultimate Failure Mode of High-Strength Concrete Beams Using Degrading Shear Strength Model

전단내력 감소식을 이용한 고강도 콘크리트 보의 파괴형식 판정 연구

  • 장일영 (금오공과대학교 토목공학과) ;
  • 송재호 (금오공과대학교 토목공학과) ;
  • 박훈규 (금오공과대학교 토목공학과) ;
  • 황규철 (금오공과대학교 토목공학과)
  • Published : 2001.05.01
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Abstract

The aim of this study is to present a practical and simple method for decision of ultimate failure mode of high-strength concrete beam members, based on interaction between shear strength and displacement ductility. Four tests were conducted on full-scale beam specimens having concrete compressive strength of 410kgf/$cm^{2}$. Prediction of failure mode from presented method and comparison with test results are also presented

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