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Experimental and Numerical Evaluation of the Sandwich Panel Repair Method for Corrosion-Damaged Bridge Girders

dc.contributor.authorTarasova, Anna
dc.contributor.authorKanakamedala, Deven
dc.contributor.authorSeo, Jungil
dc.contributor.authorVarma, Amit H.
dc.contributor.authorConnor, Robert J.
dc.date.accessioned2026-08-20T21:22:10Z
dc.date.available2026-08-20T21:22:10Z
dc.date.copyright2026/05/06
dc.date.issued2026
dc.identifier.otherJBENF2.BEENG-8064.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314349
dc.description.abstractAbstract Steel girder ends in bridges can be susceptible to corrosion damage from deicing salts, water, and other contaminants that leak from failed deck expansion joints. When corrosion becomes significant, it can decrease the sectional properties of ...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental and Numerical Evaluation of the Sandwich Panel Repair Method for Corrosion-Damaged Bridge Girders
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue7
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-8064
dc.journal.fristpage04026033-1
dc.journal.lastpage04026033-23
dc.page23
dc.treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 007
dc.contenttypeFulltext


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