Show simple item record

dc.contributor.authorLiu, Jiadaren
dc.contributor.authorWu, Zhaohan
dc.contributor.authorHuang, Liying
dc.contributor.authorTomlinson, Douglas
dc.contributor.authorCruz-Noguez, Carlos
dc.contributor.authorAlexander, John
dc.contributor.authorLi, Yong
dc.date.accessioned2026-08-20T21:19:41Z
dc.date.available2026-08-20T21:19:41Z
dc.date.copyright2025/07/30
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-7506.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314294
dc.description.abstractAbstract A prestressed concrete voided slab girder bridge was decommissioned after 28 years in service near Barrhead, Alberta, Canada, due to severe deterioration. Four interior girders with different deterioration levels were selected and cut into 3.8-m ... Practical Applications The findings in this study provide insights and suggestions for bridge inspectors and engineers when managing aging prestressed concrete voided slab girders. Despite the observed severe deterioration and the artificially induced ...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Investigation on the Residual Shear Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue10
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-7506
dc.journal.fristpage04025064-1
dc.journal.lastpage04025064-14
dc.page14
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 010
dc.contenttypeFulltext


Files in this item

Thumbnail
This item appears in the following Collection(s)

Show simple item record