Tensile Behavior of Reinforced Concrete Member due to Restrained Shrinkage

구속된 건조수축이 철근콘트리트 인장거동에 미치는 영향

  • 안태송 (한국도로공사 도로연구소 재료연구실장) ;
  • 김진철 (한국도로공사 도로연구소 연구원)
  • Published : 1998.04.01

Abstract

The experimental set-up and one-dimensional analytical model have been developed to investigate the tensile behavior of reinforced concrete member due to restrained drying shrinkage. The experimental results have been compared with the analytical prediction of the maximum residual stress of steel and concrete due to restrained shrinkage. The tensile residual stress concrete by one-dimensional bilinear model shows 0.19 and 0.63 of tensile strength for 0.83% and 3.29 of steel ratio. The residual tensile stress of concrete increases as the steel ratio increases. The effect of steel fiber has not influenced the residual stress due to restrained shrinkage of concrete.

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