Prediction of Elastic Modulus of High-Strength Concrete

고강도 콘크리트의 탄성계수 추정에 관한 연구

  • 장일영 (금오공과대학교 토목공학과) ;
  • 박훈규 (금오공과대학교 토목공학과) ;
  • 이승훈 (삼성물산(주)건설부문 기술연구소) ;
  • 김규동 (삼성물산(주)건설부문 기술연구소) ;
  • 손유신 (삼성물산(주)건설부문 기술연구소)
  • Published : 2001.05.01

Abstract

This paper presents the improved elastic modulus equation more appropriate to predict the modulus of elasticity of structural elements designed and made by high-strength concrete. To propose the elastic modulus equation, more than 300 laboratory specimen tests having the range of 5n to 800kgf/$cm^{2}$ in concrete compressive strength were conducted and analyzed statistically. The equation derived in terms of empirical constant, the elastic moduli of coarse aggregate and mix proportions. Comparison of the proposed elastic modulus equation with the previously suggested equations in the ACI363R, and New-RC were also presented to demonstrate the applicability to practice.

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