Bond Effects between Concrete and Steel Bar Using Different Diameter Bars and Different Initial Crack Width

Table 9

Chloride content and incremental percentage for specimens with 10 mm bars diameter.

Depth	Free (cl−) by cement (%)				Percentage of intercracks
	Reference	C80D10WD	C150D10WD	C210D10WD	50–80	100–110	210–230
8	0.013	0.091	0.137	0.183	86%	91%	92%
16	0.007	0.021	0.025	0.058	67%	72%	88%
24	0.007	0.013	0.016	0.029	46%	56%	76%
32	0.007	0.008	0.013	0.020	8%	46%	65%
40	0.007	0.006	0.011	0.017	−9%	36%	56%