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

Table 7

Summary of the results of the tested beams.

Beam code	Peak load (kN)	Increase of peak load (Ti-T0)/T0 (%)	Peak def. (mm)	Increase of peak def. (Ti-T0)/T0 (%)
Reference	170	—	6.08	—
U-W-0	190	11.7	6.9	13.4
U-W-90	280	64.7	7	15.1
W-W-0	188	10.6	7.25	19.2
W-W-90	200	17.6	7.46	23.0
W-W-45	260	52.9	6.36	4.6
W-W-63	265	55.9	7.97	31.1
W-P-0	208	22.4	6.9	13.5