An Experimental Investigation on the Fatigue Strength of Replacement Repair Butt-Welded Joints of Steel Structural after a period of Prolonged Service

노후 강교량의 보수.보강 용접부의 피로강도에 대한 실험적 연구

  • 장경호 (중앙대학교 건설환경공학과) ;
  • 최의홍 (중앙대학교 토목공학과) ;
  • 이진형 (한국철도기술연구원 기존철도사업단) ;
  • 이진희 (중앙대학교 토목공학과) ;
  • 장갑철 (중앙대학교 토목공학과) ;
  • 양영진 (중앙대학교 토목공학과)
  • Published : 2006.10.19

Abstract

Due to the numerous environmental factors, cracks and corrosion are frequently occured especially in old steel bridge, which deteriorate the structural integrity; thus bring about the problems of structural safety of the steel bridge. Therefore, repair and reinforcement are required for the damaged structure. the replacement repair welding method is spotlighted for its brilliant features, i.e. it can be achieved without incurring traffic dislocation. the method cuts the damaged parts and replaces them with new steel plate by welding under live loads. However, the mechanical behavior of the welded joints under cyclic loads due to the traffic which passes along bridge is not clarified. In this paper, the fatigue strength of the replacement repair welded joints was investigated in order to improve reliability in the repair welded joints of old steel bridge.

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