부착 특성에 기반한 철근콘크리트 부재의 인장강화효과

Tension Stiffening Effect Based on Actual Bond Characteristics in Reinforced Concrete Members

  • 하태관 (전남대학교 토목공학과) ;
  • 이기열 (전남대학교 토목공학과) ;
  • 김대중 (전남도립 남도대학 토목환경과) ;
  • 김우 (전남대학교 토목공학과)
  • 발행 : 2005.11.01

초록

This paper presents an analytical model for evaluation of Tension Stiffening Effect by actual Bond-Slip relationships between the reinforcement and the surrounding concrete. The presence of longitudinal splitting cracks was found to significantly after the tension stiffening. The model is applied to the longitudinal splittings cracks and derived to Tension stiffening model. The predicted values are shown to be in good agreement with the experimentally measured data.

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