Combined Effect of Stray Current and Sustained Compressive Loading on Chloride Transport in Concrete

Table 4

Comparison between experimental and calculation values of average corrosion-induced cracking width ( is the test result and is the calculated result).

i (mA)	t (day)	d (mm)	c (mm)	ρ (%)	(mm)	(mm)
50	7	16	67	3.543	0.31	0.287
50	14	16	67	5.626	0.61	0.592
50	28	16	67	9.165	0.95	0.931
100	7	16	67	4.042	0.49	0.454
100	14	16	67	6.947	0.78	0.759
100	28	16	67	11.855	1.14	1.118