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The shear stiffness of stud shear connections in composite beams

by D.J. Oehlers, C.G. Coughlan
Journal of Constructional Steel Research ()

Abstract

The shear stiffness of stud shear connections in composite beams has been derived from the analysis of 116 push tests; these tests include eight new push tests in which reverse and uni-directional cyclic loads were applied. The method predicts the slip when the shear load is first applied to a connection, the slip during a cycle of load, and it predicts the permanent set caused by a cycle of load.

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