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dc.contributor.authorDeng, Jihua
dc.contributor.authorTan, Jianping
dc.contributor.authorLiang, Luyi
dc.contributor.authorHe, Zian
dc.contributor.authorTian, Zhongchu
dc.date.accessioned2026-08-20T12:29:24Z
dc.date.available2026-08-20T12:29:24Z
dc.date.copyright2026/05/22
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-16143.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313532
dc.description.abstractAbstractA time-dependent analytical model that incorporates both shear deformation of the constituent layers and interfacial slip was developed in this study to predict the long-term behavior of steel–concrete composite beams. Within the finite-element (...Practical ApplicationsThe time-dependent analytical model developed in this study, which accounts for shear deformation and interfacial slip in steel–concrete composite beams, provides practical value for both design and maintenance activities in bridge ...
dc.publisherAmerican Society of Civil Engineers
dc.titleTime-Dependent Analysis of Steel–Concrete Composite Beams Considering Shear Deformation and Interface Slip
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue8
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-16143
dc.journal.fristpage04026080-1
dc.journal.lastpage04026080-20
dc.page20
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008
dc.contenttypeFulltext


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