Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2000.10b
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- Pages.1001-1006
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- 2000
Retrofit Scheme against Crack Growth of ILM Bridge Superstructure in accordance with Each Construction Stage
시공단계별 ILM 교량상부의 균열성장에 대한 보강방안
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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