Probabilistic Analysis on the Fatigue-Life of the Strengthened Bridge Decks

성능향상된 교량 바닥판에서의 피로수명에 대한 확률론적 해석

  • 심종성 (한양대학교 토목ㆍ환경공학과) ;
  • 오홍섭 (한양대학교 토목ㆍ환경공학과) ;
  • 류승무 ((주)현대건설) ;
  • 박성재 (한양대학교 토목ㆍ환경공학과)
  • Published : 2002.05.01

Abstract

This study shows the fatigue test results of experiment on the strengthened slabs, the probability analysis of the fatigue behavior is also presented. Static und fatigue tests were performed on bridge decks strengthened with fiber plastics(Carbon Fiber Sheet, Glass Fiber Sheet, Grid Type Carbon Fiber). In this study, to analyze the probabilistic distribution of the fatigue life, the Weibull distribution was adopted. The Weibull distribution coefficient is inferred from the S-N diagram and the number of repeated load. As the result analysis, as the stress level is higher, the fatigue limit of the strengthened bridge deck are similarly discovered but in the range of the fatigue limit, CG specimen that was strengthened with Grid Type Carbon was proved most effective of reinforcement.

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