An Effect of Repair & Retrofit of Stringer in Steel Plate Girder Railway Bridge with Fatigue Cracks

피로균열이 발생한 강판형 철도교 세로보의 보수보강효과

  • Received : 2010.01.24
  • Accepted : 2010.02.19
  • Published : 2010.02.28

Abstract

In this study, a series of finite element analysis using LUSAS were performed in order to assess the quantitative effects of repair and retrofit of stringer in steel plate girder railway bridge with fatigue cracks. And cutoff types of end part of upper flange were considered as right-angled type and round-angled type. Also, as a method of repair and retrofit of fatigue cracks in stringer, perforation of stop-hole and installation of bracket were considered. From the analysis result, it was possible to assess the fatigue safety and fatigue life of stringer with fatigue cracks, and to estimate the stress intensity factor range in cut-off part of stringer using J-integral method. Also, according to the method of perforation of stop-hole and installation of bracket, it was possible to calculate the crack propagation life at the cut-off part of stringer.

Keywords

finite element analysis;fatigue safety;fatigue life;repair and retrofit

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