Flexural Behavior of RC Slabs Strengthened in Flexure with Basalt Fabric-Reinforced Cementitious Matrix

Table 5

Summary of test results.

Specimens	Yielding load (kN)	Maximum load (kN)	Load increase over reference (%)
R41-NN	28.94	34.90	—
R41-C1	39.70	45.60	30.7
R41-B1	36.82	49.16	40.9
R41-B2	36.26	53.06	52.0
R41-B3	41.36	69.16	98.2
R55-NN	43.28	50.42	—
R55-B1	47.50	59.06	17.1
R55-B2	49.14	70.70	40.2
R55-B3	54.22	82.08	62.8
R87-NN	64.84	70.72	—
R87-B1	66.08	78.66	11.2
R87-B2	74.56	91.20	29.0
R87-B3	75.54	105.24	48.8