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dc.contributor.authorWang Guoliang
dc.contributor.authorXie Jun
dc.contributor.authorFu Yufang
dc.date.accessioned2017-05-08T22:05:04Z
dc.date.available2017-05-08T22:05:04Z
dc.date.copyrightJune 2009
dc.date.issued2009
dc.identifier.otherjhtrcq%2E0000271.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70834
dc.description.abstractA research was performed for crack pathology of prestressed concrete box girder bridge (PCBGB). Cracking information of PCBGB in national scope was collected and investigated. Main crack types, distributing pattern and shape feature were proposed. Statistical analysis was also performed to get multi-angle quantitative crack features by large samples. Analytical results indicate that (1) inclined crack in webs and longitudinal crack in box girder are main crack styles of PCBGB; (2) many cracks appearing on PCBGB is a common phenomenon and the causes of cracking are also complex.
dc.publisherAmerican Society of Civil Engineers
dc.titleInvestigation on Crack of Long-span Prestressed Concrete Box Girder Bridges in Service
dc.typeJournal Paper
dc.journal.volume4
dc.journal.issue1
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000271
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
dc.contenttypeFulltext


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