Time-Dependent Analysis of Steel–Concrete Composite Beams Considering Shear Deformation and Interface Slip

Abstract

AbstractA 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 ...