Study on Compressive Strength of Field-Cast Concrete

현장타설 콘크리트의 압축강도에 관한 연구

  • 김상효 (한국건설기술연구원 구조연구실 수석연구원 공학박사) ;
  • 배규웅 (한국건설기술연구원 구조연구실 연구원)
  • Published : 1989.10.01

Abstract

It is widely recognized that the strength of reinforced concrete members has characteristics of random variations due to the variability of the mechanical properties of concrete and steel, the dimensional error as well as incorrect placement of reinforcing bars. In those sources of randomness, variations in concrete strength may be the one affecting the strength of R.C. members most. The concrete strength is usually assumed to have large uncertainty due to the variations in many factors, such as material properties, proportions of the concrete mix, methods of mixing, transporting, placing and curing, etc. In this study, the random characteristics inherent in the strength of field-cast concrete have been examined based on the data collected by testing standard cylinders made of field-cast concrete and cured under in-situ condition.

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