Experimental and Analytical Study of Prestressed Steel–Concrete Composite Beams Considering Slip Effect

Modeling and investigation of elasto-plastic behavior of steel–concrete composite frame systems

“…where V = shear force on a stud; and s = slip at the steel-concrete interface; the parameters m and n define the shape of the curve, and the typical values used in this study are m = 0.558, n = 1 mm −1 ; and V u = ultimate shear capacity of a stud, calculated as [27] V u = 0:43A us…”

Controlling the deflection of long beams using different patterns of pre-tensioning cables

“…Nie et al presented theoretical relations to calculate the deflection as well as yield and ultimate moments of simply supported pre-stressed steel-concrete composite beam considering the slip effect. They verified the suggested formulas with the experimental results [14]. Zhou et al presented the experimental study as well as numerical modeling of prestressed composite beams subjected to fire and positive moment.…”

Discussion on “Composite (steel–concrete) highway bridge fatigue assessment” by F.N. Leitão, J.G.S. da Silva, P.C.G. da S. Vellasco, S.A.L. de Andrade, and L.R.O. de Lima [J Constr Steel Res 2011; 67(1): 14–24]

“…: +86 21 68983116x2602; fax: +86 21 65983450. ignored in the simulation and calculation of the composite girder bridges in this article. Previous research showed that shear slip in steel-concrete composite beams has a significant contribution to beam deformation and stiffness [3,4], and including slip effects could significantly improve the accuracy of the prediction and simulation of composite girders. Therefore, the shear connectors should be considered in the calculation of composite highway bridges.…”