Determination of the Tension-Softening Curve of Concrete at Different Strength Level using Fictitious Crack Model

가상균열모델에 의한 강도 수준이 다른 콘크리트의 인장연화곡선 결정

  • 오성진 (부산대학교 토목공학과) ;
  • 박현재 (부산대학교 생산기술연구) ;
  • 김희성 (부산대학교 생산기술연구) ;
  • 진치섭 (부산대학교 토목공학과)
  • Published : 2002.05.01

Abstract

The most important material parameters are fracture energy and the stress-crack opening displacement($\sigma$-w) curve to determine the behavior of concrete. Especially, the relationship between the $\sigma$-w curve is strongly important to determine the load-displacement curve of concrete that has a major influence on the fracture behavior of a concrete. In this paper, notched plain concrete beams with different strength level were tested under three-point bending and fracture energy, the load-deflection curve, and the load-crack mouth opening displacement(CMOD) curve were obtained from the experimental data. Also, the fictitious crack model(FCM) was applied to determine the load-deflection curve of notched plain concrete beams using various types of $\sigma$-w curve model proposed by Petersson and we compared experimental results with numerical ones carried out by Finite Element Method(FEM).

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