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contributor authorLiu, Jiadaren
contributor authorWu, Zhaohan
contributor authorHuang, Liying
contributor authorTomlinson, Douglas
contributor authorCruz-Noguez, Carlos
contributor authorAlexander, John
contributor authorLi, Yong
date accessioned2026-08-20T21:19:41Z
date available2026-08-20T21:19:41Z
date copyright2025/07/30
date issued2025
identifier otherJBENF2.BEENG-7506.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314294
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 ...
publisherAmerican Society of Civil Engineers
titleExperimental Investigation on the Residual Shear Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders
typeJournal Article
journal volume30
journal issue10
journal titleJournal of Bridge Engineering
identifier doi10.1061/JBENF2.BEENG-7506
journal fristpage04025064-1
journal lastpage04025064-14
page14
treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 010
contenttypeFulltext


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