Assessment of Code Requirments on Minimum Shear Reinforcement in High-Strength RC Beams

RC 보의 강도증진에 따른 최소전단철근 규준의 적합성 평가에 관한 연구

  • 윤영수 (삼성물산 건설부문 기술연구소) ;
  • 원종필 (삼성물산 건설부문 기술연구소) ;
  • 장일영 (금오공과대학교 토목공학과)
  • Published : 1996.04.01

Abstract

This paper persents the assessment of the minimum shear reinforcement requirements in normal, medium and high-strength reinforced concrete beams. Twelve shear tests were conducted on full-scale beam specimens having design concrete compressive strengths of 35, 70 and 100 MPa. Different amounts of minimum shear reinfrocement were investigated, including the amounts required by Korean Concrete Standard (KCI88), JCI86, ACI89 (revised 1992) and CSA94 standard. The performance of the different amounts of shear reinforcement are discussed in terms of the shear capacity, the ductility and the crack control at service load levels. An assessment of code provisions for minimum shear reinforcememt, and the prediction and comparison of the ultimate shear capacity are also presented.

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