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The shear stiffness of stud shear connections in composite beams
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.
The shear stiffness of stud shear connections in composite beams
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.
The shear stiffness of stud shear connections in composite beams
Oehlers, D.J. (Autor:in) / Coughlan, C.G. (Autor:in)
Journal of Constructional Steel Research ; 6 ; 273-284
01.01.1986
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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