Seismic Behavior of Corroded RC Bridges: Review and Research Gaps

Table 7

Relationship between crack widths with corrosion obtained from literature.

References	Type of specimen	Time (day)	(μA/cm^2)	(%)	Crack width (mm)
[82]	Beam	NS	2000	<4.5	1.3
[83]	Beam	3–15	0.5	2.5–12	0.1–0.75
	Bond-pull		500	NS	NS
[58]	Prism	1–100	10, 100	0.5–2.5	0.05–0.5
[84]	Beam	28		0.8–9.2	NS
	Bond-pull	1–28		3.6–19.2	0.06–0.46
[74]	Column	106–204	100	9.1–17.8	0.8–4.0
[75]	Beam	100–200	100	10.1–26.3	0.2–0.6
[85]	Slabs	1–2.5	3	1–75	NS
[86]	Beam	126 hours		<1	NS
[43]	Prism	68–221	10, 100	NS	0.06–1
[87]	Prism	NS	5 V current	0, 12	0.35, 0.8
[88]	Beam	15–18	1–4	2.5–10	NS
[89]	Beam	16–64 h	3	1.25–5	NS
[31]	Prism	700		Up to 51	0–6
[90]	Prism	815, 766, 380, 306	100, 200, 350, 500	4.38, 7.3, 6.5, 7.26	0.25–1
[91]	Beam	17 years	Saline Environment	26	1.6
	Beam	14 years		12	1.8
[92]	Slab	2–9 months	100	NS	0.05–1.5
[93]	T-beam	2–15 years	Average: 0.128	NS	0.31–3.94
	Column	2–15 years		NS	0.2–0.51
[94]	Wall spec.	20–56 weeks	= ±20 mV	Up to 6.5%	0.01–1