Self-Monitoring of Reinforced Concrete Beam Bending with Carbon Nanofiber Polyurethane Composite

Table 10

Reinforcement of each beam.

Beam no.	Type of fiber	Method of reinforcement
		Length	Range
L1	—	L0
L2	C1	L0
L3	C2	L0
L4	C2	2L0/3	Between the L0/6 of the support
L5	C2	L0/2	Between the L0/4 of the support
L6	C1, C2	L0	Pure bend C2; bending-shear section C1