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Once a standard procedure is established, 72 full-scale push tests on headed studs in hollowcore slabs were performed to determine the capacities of the headed stud connectors in precast hollowcore slabs and the results of the experimental study are analysed and findings on the effect of all the parameters on connectors' strength and ductility are presented.
For full shear connection design, pre-splitting shear capacity of the headed stud can be used for the composite design, while for partial shear connection design, post-splitting shear capacity of the headed stud should be used.
The capacity and ductility of the connection, the load–slip behaviour and failure mode of the headed stud were predicted.
The capacity of shear connection, load–slip behaviour of the headed stud, and failure modes were predicted.
This paper presents the results of an experimental program using push-out tests to determine the shear resistance of the headed studs.
Parametric FE (Finite Element) analysis was performed by using the variation of the compressive strength of the concrete and yielding strength of the headed studs.
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