Flexural Behavior of Extruded DFRCC Panel and Reinforced Concrete Composite Slab

Table 5

Experimental variables of slab specimens.

Specimen	Section (mm)	DFRCC panel (mm)	Longitudinal reinforcement	𝜌𝑠 (%)	Transverse reinforcement	𝑓^′𝑐 (MPa)	𝑓𝑦 (MPa)
RC-0	600 × 180	—	D13 at 150 mm	0.47	D10 at 150 mm	24	412
DFRCC-P		600 × 20	D13 at 150 mm	0.47	D10 at 150 mm
DFRCC-R		600 × 20	D10 at 150 mm	0.26	D10 at 150 mm