Retrofit Scheme against Crack Growth of ILM Bridge Superstructure in accordance with Each Construction Stage

시공단계별 ILM 교량상부의 균열성장에 대한 보강방안

  • 이창수 (서울시립대학교 토목공학과) ;
  • 김승익 (후레씨네 코리아 기술부 상무이사) ;
  • 김현겸 (서울시립대학교 대학원)
  • Published : 2000.10.01

Abstract

These should be constructed partially, because many prestressed concrete box girder bridges in situ have large cross section and long span. Therefore, accurate prediction of differences, both elapse time of each construction stage and exposure of atmosphere at each position of cross section, is very important. Though it is importance, engineers are apt to overlook it. This study predicted cracks due to shrinkage and stress concentration phenomenon by each construction stage and then, ascertained reduction of tensile stresses after applying retrofit scheme.

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