Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/974
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Type: Journal article
Title: Effect of friction on shear connection in composite bridge beams
Author: Oehlers, D.
Seracino, R.
Yeo, M.
Citation: Journal of Bridge Engineering, 2000; 5(2):91-98
Publisher: American Society of Civil Engineers
Issue Date: 2000
ISSN: 1084-0702
1943-5592
Statement of
Responsibility: 
Deric J. Oehlers, Rudolf Seracino and Michael F. Yeo
Abstract: In the design of new composite steel and concrete bridge beams, the shear connectors are assumed to transmit all of the longitudinal shear forces at the interface between the concrete slab and the steel beam. However, in practice, the forces on the shear connectors are modified by friction resistances at the interface. The effect of friction on the fatigue endurance of shear connectors is first illustrated through a specially developed finite-element analysis procedure. Then a simple mathematical assessment model is proposed that allows for the beneficial effect of friction on the fatigue endurance of shear connectors in composite steel and concrete bridge beams. This procedure can extend the design life of the shear connectors in existing composite bridge beams, as it can be used to estimate their remaining endurance and their remaining strength and, if necessary, to determine the effect of remedial work on increasing the endurance of the shear connectors
Rights: © 2000 American Society of Civil Engineers
RMID: 0001000077
DOI: 10.1061/(ASCE)1084-0702(2000)5:2(91)
Appears in Collections:Civil and Environmental Engineering publications

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