부식에 의한 부착저항감소를 고려한 콘크리트 교량의 균열폭 예측
- Title
- 부식에 의한 부착저항감소를 고려한 콘크리트 교량의 균열폭 예측
- Other Titles
- Crack Width Prediction in Concrete Bridges Considering Bond Resistances affected by Corrosion
- Author
- 조효남
- Issue Date
- 2006-08
- Publisher
- 한국콘크리트학회
- Citation
- 콘크리트학회 논문집, v. 18, No. 4, Page. 543 - 552
- Abstract
- The current design for crack width control in concrete bridges is incomplete in analytical models. As one of the important serviceability limit states, the crack width be considered with the quantitative prediction of the initiation and propagation of corrosion and corrosion-induced cracking.
A serviceability limit state of cracking can be affected by the combined effects of bond, slip, crcking, and corrosion of the reinforcing elements. Considering life span of concrete bridges, an improved prediction of crack width affected by time-dependent general corrosion has been proposed for the crack control design.
The developed corrosion medels and crack width prediction equation can be uesd for the design and the maintenance of prestressed and non-prestressed reinforcements by varying time, w/c, cover depth, and geometries of the sections. It can also be used as the rational criteria for the maintenance of concrete bridges and the prediction of remaining life of concrete structures.
- URI
- http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02261182&language=ko_KRhttps://repository.hanyang.ac.kr/handle/20.500.11754/108436
- ISSN
- 1229-5515
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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