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    Postinstalled Shear Connectors: A Case Study of a Strengthened and Monitored Bridge

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 004::page 05025001-1
    Author:
    Vestman, Victor
    ,
    Hällmark, Robert
    ,
    Collin, Peter
    ,
    Arason, Magnús
    DOI: 10.1061/JBENF2.BEENG-6923
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Today, steel girder bridges with an overlaying concrete deck are typically designed and constructed as composite structures. This approach optimizes the utilization of materials and structural components. However, many existing steel–concrete ... Practical Applications Steel girder bridges with concrete decks are commonly designed as steel–concrete composite structures, optimizing material use and structural efficiency. However, many existing bridges lack shear connectors at the steel–concrete ...
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      Postinstalled Shear Connectors: A Case Study of a Strengthened and Monitored Bridge

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    contributor authorVestman, Victor
    contributor authorHällmark, Robert
    contributor authorCollin, Peter
    contributor authorArason, Magnús
    date accessioned2026-08-20T21:18:21Z
    date available2026-08-20T21:18:21Z
    date copyright2025/02/04
    date issued2025
    identifier otherJBENF2.BEENG-6923.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314260
    description abstractAbstract Today, steel girder bridges with an overlaying concrete deck are typically designed and constructed as composite structures. This approach optimizes the utilization of materials and structural components. However, many existing steel–concrete ... Practical Applications Steel girder bridges with concrete decks are commonly designed as steel–concrete composite structures, optimizing material use and structural efficiency. However, many existing bridges lack shear connectors at the steel–concrete ...
    publisherAmerican Society of Civil Engineers
    titlePostinstalled Shear Connectors: A Case Study of a Strengthened and Monitored Bridge
    typeJournal Article
    journal volume30
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-6923
    journal fristpage05025001-1
    journal lastpage05025001-12
    page12
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 004
    contenttypeFulltext
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