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

Table 11

Test value of the bearing capacity for each stage of beam L₀～L₆.

Beam number	Cracking load/kN	Yield load/kN	Extreme load/kN
L0	42	78	108
L1	61	97	132
L2	73	112	148
L3	70	106	140
L4	58	95	130
L5	53	88	121
L6	67	104	137