철근콘크리트 부재의 유효 휨강성 평가를 위한 실험적 연구

An Experimental Study on the Evaluation of Effective Flexural Rigidity in Reinforced Concrete Members

  • 김상식 (인하대학교 건축학부) ;
  • 이진섭 ((주)연우건축구조기술사사무소) ;
  • 이승배 (인하대학교 건축공학부) ;
  • 장수연 (인하대학교 건축공학부)
  • 발행 : 2005.05.01

초록

Until recently tensile stresses in concrete have not been considered, since it does not affect the ultimate strength of reinforced concrete flexural members significantly. However, to verify the load-deflection relationship, the effect of tensile stresses between reinforcing bars and concrete, so-called tension stiffening effect must be taken into account. Main parameters of the tension stiffening behavior are known as concrete strength, and bond between concrete and reinforcing bars. In this study a total of twenty specimen subject to bending was tested with different concrete strength, coverage, and de-bonding length of longitudinal bars. The effects of these parameters on the flexural rigidity, crack initiation and propagation were carefully checked and analyzed.

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