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dc.contributor.authorVestman, Victor
dc.contributor.authorHällmark, Robert
dc.contributor.authorCollin, Peter
dc.contributor.authorArason, Magnús
dc.date.accessioned2026-08-20T21:18:21Z
dc.date.available2026-08-20T21:18:21Z
dc.date.copyright2025/02/04
dc.date.issued2025
dc.identifier.otherJBENF2.BEENG-6923.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314260
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titlePostinstalled Shear Connectors: A Case Study of a Strengthened and Monitored Bridge
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/JBENF2.BEENG-6923
dc.journal.fristpage05025001-1
dc.journal.lastpage05025001-12
dc.page12
dc.treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 004
dc.contenttypeFulltext


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