Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record