Shear Behaviour of RC Beams Strengthened by Various Ultrahigh Performance Fibre-Reinforced Concrete Systems

Table 6

Results of the control beam specimens with various shear span-to-depth ratios.

Beam ID	a/d ratio	Shear span (mm)	Ultimate load (kN)	Deflection at ultimate load (mm)
CT-1.0	1.00	200	379	2.70
CT-1.25	1.25	250	335	3.90
CT-1.5	1.50	280	295	4.70
CT-1.75	1.75	350	289	5.90
CT-2.0	2.00	384	285	6.90
CT-2.25	2.25	450	251	8.10
CT-2.50	2.50	500	212	9.20
CT-2.75	2.75	550	203	10.00
CT-3.0	3.00	600	178	11.50
CT-3.25	3.25	650	172	12.90
CT-3.50	3.50	700	167	13.70