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Effects of Specimen Length on Flexural Compressive Strength of Concrete

부재의 길이가 콘크리트의 휨압축강도에 미치는 영향

  • 김진근 (한국과학기술원 토몸꽁학과) ;
  • 이성태 (한국과학기술원 토목공학과 박사과정, 한국전력기술(주) 책임연구원) ;
  • 이태규 (우송대학교 건축토목환경공학부)
  • Published : 1999.08.01

Abstract

In evaluating the ultimate strength of a section for a reinforced concrete flexural member, the effect of member length is not usually considered, even though the strength tends to decrease with increase of member length. In this paper the influence of specimen length on flexural compressive strength of concrete was evaluated. For this purpose, a series of C-shaped specimens subjected to axial compression and bending moment were tested using four different length-to-depth ratios (from 1,2,3 and 4) of specimens with compressive strength of 590 kgf/$\textrm{cm}^2$. Results indicate that for the region of h/c <3.0 the reduction in flexural compressive strength with increase of length-to-depth ratios was apparent. A model equation was depth of an equivalent rectangular stress block was larger than that by ACI. It was also founded that the effect of specimen length on ultimate strain was negligible. Finally more general model equation is also suggested.

Keywords

References

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