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contributor authorDeng, Jihua
contributor authorTan, Jianping
contributor authorLiang, Luyi
contributor authorHe, Zian
contributor authorTian, Zhongchu
date accessioned2026-08-20T12:29:24Z
date available2026-08-20T12:29:24Z
date copyright2026/05/22
date issued2026
identifier otherJSENDH.STENG-16143.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313532
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 ...
publisherAmerican Society of Civil Engineers
titleTime-Dependent Analysis of Steel–Concrete Composite Beams Considering Shear Deformation and Interface Slip
typeJournal Article
journal volume152
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-16143
journal fristpage04026080-1
journal lastpage04026080-20
page20
treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008
contenttypeFulltext


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