Author: The Steel Construction Institute (SCI)
1 April 2014
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The Steel Construction Institute (SCI)
Shear connection in steel-concrete composite beams has been the subject of some interest over recent years, with several international research groups reconsidering both the resistance and ductility of shear studs.
This article looks at the concrete slab, considering the beam effective flange and how disruption to the concrete can be accommodated.
A new series from the Steel Construction Institute (SCI) begins with a look at the history of composite construction and the development of Eurocode 4.