Destructive Load Testing of Prestrissed Concrete Girder Bridge

PSC 거더교의 파괴실험

  • 오병환 (서울대학교 토목공학과) ;
  • 김광수 (서울대학교 토목공학과) ;
  • 유영 (서울대학교 토목공학과) ;
  • 유동우 (시설안전기술공단) ;
  • 김도균 (시설안전기술공단)
  • Published : 2000.04.01

Abstract

This research covers the resting of precast/prestressed concrete I-Girder bridge. The research was designed to examine processes for improving the condition evaluation and rating of prestressed concrete bridge. To establish procedures that allow for the full utilization of prestressed concrete bridge capacity, a 28-year old sample was loaded to failure in site. The bridge was constructed with 12 spans, and girders of each span were simply supported. At each loading stage, the deflections, reinforcement strains, prestressing wire strains and concrete strains were examined. Failure behavior was analyzed, and failure load was also evaluated. The test results wee compared to the analytical results from the non-linear finite element analysis.

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