Design of shear connection in composite steel and concrete bridges with precast decks

Static and fatigue behavior of large stud shear connectors for steel–concrete composite bridges

“…Under the constant load range, the displacement range would increase gradually due to concrete crushing of the bearing zone but would increase rapidly due to crack initiation at the welding region as shown in Fig. 8, which was observed in previous research [8,9]. Numbers of loadings at failure and at crack initiation are summarized in Table 5.…”

Experimental study on semi-rigid composite joints with steel beams and precast hollowcore slabs

“…Shim et al [9] studied the behaviour of headed shear studs in a precast post-tensioned bridge deck at the Seoul National University. Push-out tests were carried out to determine the structural behaviour of the shear connection in the precast deck.…”

Composite steel beams with precast hollow core slabs: behaviour and design

“…More recently, research on shear connector strength in precast solid concrete planks was carried out by Moy and Tayler [22] and work on composite beams with precast planks for car parks was carried out by Jolly [23] at Southampton University in 1996. Recently, behaviour of headed shear studs in precast post tensioned bridge deck was carried out by Shim et al [24,25] at Seoul National University.…”