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. © 1986.
Cite
CITATION STYLE
APA
Oehlers, D. J., & Coughlan, C. G. (1986). The shear stiffness of stud shear connections in composite beams. Journal of Constructional Steel Research, 6(4), 273–284. https://doi.org/10.1016/0143-974X(86)90008-8
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