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

Korea Concrete Institute (한국콘크리트학회)
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A Derivation of Shear Strength Equation based on Arch Action in Reinforced Concrete Beams

R/C 보에서 아취현상에 기초한 전단강도 산정

  • 김우 (전남대학교 토목공학과) ;
  • 김대중 (전남대학교 공업기술연구소)
  • Published : 1995.04.01
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Abstract

An equation is proposed to predict ultimate shear strength. The equatiion on ultimate shear strength, which is purely based on analytical premises, is similar form to ACI code(11-6) which is derived mainly from empirical approach. Furthermore, the strength predicted by the proposed equation show better correlation with the tested values than the values calculated by Zsutty's formula.

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