A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks Rebars through an Experimental-Numerical Approach

Table 1

Dimensions and reinforcing details.

Specimens	Thickness (mm)		Rebars
	NC overlay	UHPC substrate	Longitudinal	Transverse
U60-LS	90	60	4 12	10@150
U50	100	50	—	—
U60	90	60
U70	80	70
U60-S	90	60	—	10@150