Flexural Behavior of Extruded DFRCC Panel and Reinforced Concrete Composite Slab

Table 6

Experimental results of slab specimens.

Specimen name	Yield moment	Yield deflection	Yield curvature	Max. moment	Max. deflection	Max. curvature	Deflection ductility ratio	Curvature ductility ratio
	(kN·m)	(mm)	(10^−5/mm)	(kN·m)	(mm)	(10^−4/mm)
RC-0	31.6	28.4	3.09	34.6	93.5	1.53	3.29	4.95
DFRCC-P	35.8	21.4	1.63	41.8	110	2.18	5.15	13.4
DFRCC-R	32.1	28.0	2.96	36.2	102	2.11	3.64	7.13