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Damage Mechanism Investigation of a Prestressed Concrete Girder Considering the Strengthening Effect of Bridge Deck Pavement

dc.contributor.authorCui, Hongtao
dc.contributor.authorWang, Andong
dc.contributor.authorLi, Zhonglong
dc.contributor.authorGuo, Yapeng
dc.contributor.authorKang, Zhuang-Zhuang
dc.contributor.authorLi, Guodong
dc.contributor.authorLi, Shunlong
dc.date.accessioned2026-08-20T12:17:44Z
dc.date.available2026-08-20T12:17:44Z
dc.date.copyright2025/11/17
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-14438.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313332
dc.description.abstractAbstractUnderstanding the damage mechanism and destructive behavior of concrete girders is crucial for ensuring bridge safety. When designing bridges, the bridge deck pavement is often regarded as secondary dead load, and the combined effect between it ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDamage Mechanism Investigation of a Prestressed Concrete Girder Considering the Strengthening Effect of Bridge Deck Pavement
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue2
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14438
dc.journal.fristpage04025253-1
dc.journal.lastpage04025253-20
dc.page20
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 002
dc.contenttypeFulltext


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