Analytical Model to Predict Residual Flexural Capacity of Recycled Aggregate Concrete Beams with Corroded Longitudinal Rebars

Table 8

Verification of the applicability of equation (10).

Name	Number	Corrosion level ρL (%)		fcub (N/mm)	h0 (mm)	Measured value	Calculated value
Wang [21]	RC12(1)	0	81430.08	4236	166	20.53	17.86	1.15
	RC12(2)	2.16	81430.08	4236	166	18.68	17.30	1.08
	RC12(3)	4.19	81430.08	4236	166	17.34	16.66	1.04
	RC12(4)	6.72	81430.08	4236	166	15.43	15.72	0.98
	RC12(5)	9.31	81430.08	4236	166	14.53	14.60	0.99
	RC12(6)	13.05	81430.08	4236	166	12.92	12.74	1.01
	RC14(1)	0	110835.39	4236	165	26.73	23.42	1.14
	RC14(2)	2.36	110835.39	4236	165	24.60	22.64	1.09
	RC14(3)	4.47	110835.39	4236	165	22.45	21.77	1.03
	RC14(4)	6.29	110835.39	4236	165	20.67	20.89	0.99
	RC14(5)	9.58	110835.39	4236	165	19.49	19.05	1.02
	RC14(6)	12.34	110835.39	4236	165	18.19	17.27	1.05