Tests on Shear Studs Using Profiled Steel Sheeting Subjected to Cyclic Loading

Jian Sheng Fan; Wen Liu

doi:10.4028/www.scientific.net/AMM.578-579.196

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Tests on Shear Studs Using Profiled Steel Sheeting...

Tests on Shear Studs Using Profiled Steel Sheeting Subjected to Cyclic Loading

Abstract:

Push-out tests were conducted to study the performance of shear studs in composite beams with profiled sheeting. All stud specimens were through-deck welded on steel beams. Three variables, i.e. the presence of profiled sheeting, the direction of the steel sheeting and the loading patterns were studied. Comparison between test results and predictions according to design specifications were also proposed. The research shows that, direction of the profiled steel sheeting has little influence on the ultimate load with shank shearing failure; shear failure of concrete rib decreases the shear strength; and the shear resistance of a parallel concrete rib is about twice of a transverse one.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

196-200

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.196

Citation:

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Online since:

July 2014

Authors:

Jian Sheng Fan*, Wen Liu

Keywords:

Profiled Sheeting, Push-Out Test, Shear Studs, Tensile Test, Through-Deck Welding

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