Experimental and Theoretical Studies on Flexural Performance of Stainless Steel Reinforced Concrete Beams

Table 4

Cracking moment and maximum moment of specimens.

Specimen	Cracking load		Ultimate load		Deflection at ultimate load
	Exp.	FEA	Exp.	FEA	Exp.	FEA
BKW1	31.00	33.11	145.00	150.47	23.94	24.84	1.07	1.04	1.04
BKW2	32.50	32.79	145.00	149.46	25.90	26.40	1.01	1.03	1.02
PKW1	34.00	30.56	100.00	101.51	13.17	13.22	0.90	1.01	1.00
BKJ1	36.50	32.67	185.00	182.34	9.48	9.44	0.90	0.99	1.00
BKJ2	39.00	34.52	185.00	195.20	9.46	8.25	0.89	1.06	0.87
PKJ1	29.00	32.74	140.00	138.16	13.76	14.30	1.13	0.99	1.04