Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
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A Study on the Relationship between Compressive Strength and Modulus of Elasticity of Recycled Aggregate Concrete

순환골재를 사용한 콘크리트의 압축강도와 탄성계수와의 관계에 관한 연구

  • 박원준 (한양대학교 친환경건축연구센터)
  • Received : 2011.10.06
  • Published : 2012.01.25
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Abstract

Various empirical equations for estimating the modulus of elasticity of concrete form the compressive strength have been suggested. In addition, many practical and universal equations for predicting elastic modulus of concrete have been also proposed considering coarse aggregates and types of mineral additions. Meanwhile, these equations are inapplicable to the whole data about recycled aggregate concrete, because mechanical properties of recycled aggregate concrete highly depend on both the type of recycled aggregates and the ratio in mix proportions of recycled aggregate concrete. In this study, more than 800 experimental data, obtained by many researchers between 1980 and 2010 in Japan, about the relationship between compressive strength and elastic modulus were analyzed statistically. The compressive strength of recycled aggregate concrete ranged from 20 MPa to 60 MPa. As a result, a prediction equation for recycled aggregate concrete is proposed, which taRes into consideration of recycled aggregate ratio and recycled aggregate types.

Keywords

Acknowledgement

Supported by : 한국연구재단

References

  1. 철근콘크리트 구조계산기준 및 동해설, 일본건축학회, 2010
  2. 건축공사표준시방서 및 동해설, JASS 5 철근콘크리트공사, 일본건축학회, 2009
  3. T.Noguchi and F.Tomosawa, Relationship between compressive strength and modulus of elasticity of high strength concrete, Architecture Institute of Japan, No.474, pp.1-10, 1995
  4. M.A. Rashid, M.A. Mansur, M. ASCE, and P. Paramasivam, Correlations between mechanical properties of high-strength concrete Journal of Materials in Civil Engineering, Vol.14, No.3, pp.230-238, 2002 https://doi.org/10.1061/(ASCE)0899-1561(2002)14:3(230)
  5. ACI Committee 363: State-of-the-Art Report on High Strength Concrete, 1992
  6. ACI Committee 318: Building code requirements for structural concrete, and Commentary, 1995
  7. CEB-FIP, Bulletin D'Information No. 197, High-Strength Concrete State of Art Report, Aug. 1990
  8. Norwegian Codes 3473, Design of Concrete Structure, 1989