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

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 007::page 04026033-1
    Author:
    Tarasova, Anna
    ,
    Kanakamedala, Deven
    ,
    Seo, Jungil
    ,
    Varma, Amit H.
    ,
    Connor, Robert J.
    DOI: 10.1061/JBENF2.BEENG-8064
    Publisher: American Society of Civil Engineers
    Abstract: Abstract 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 ...
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      Experimental and Numerical Evaluation of the Sandwich Panel Repair Method for Corrosion-Damaged Bridge Girders

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4314349
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    • Journal of Bridge Engineering

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    contributor authorTarasova, Anna
    contributor authorKanakamedala, Deven
    contributor authorSeo, Jungil
    contributor authorVarma, Amit H.
    contributor authorConnor, Robert J.
    date accessioned2026-08-20T21:22:10Z
    date available2026-08-20T21:22:10Z
    date copyright2026/05/06
    date issued2026
    identifier otherJBENF2.BEENG-8064.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314349
    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 ...
    publisherAmerican Society of Civil Engineers
    titleExperimental and Numerical Evaluation of the Sandwich Panel Repair Method for Corrosion-Damaged Bridge Girders
    typeJournal Article
    journal volume31
    journal issue7
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-8064
    journal fristpage04026033-1
    journal lastpage04026033-23
    page23
    treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 007
    contenttypeFulltext
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