Shear Behavior of Reinforced Concrete Beams with Different Arrangements of Externally Bonded Carbon Fiber-Reinforced Polymer

Table 1

The distribution of tested RC beams.

Group	Specimen code	Type of CFRP	CFRP location	Angle
Control	Reference	—	—	—
A	U-W-0	Woven	Three sides	0
	U-W-90	Woven	Three sides	90
B	W-W-0	Woven	Webs	0
	W-W-90	Woven	Webs	90
	W-W-45	Woven	Webs	45
	W-W-63	Woven	Webs	63
C	W-P-0	Plate	Webs	0