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Table 6 Difference of the critical time to corrosion initiation \( \Delta t_{{Cr}{-}{slab}} \) of the RC plane element and of the RC element with circular cross-section \( t_{{Cr}{-}{circular}} \).

From: Chloride Penetration in Circular Concrete Columns

t (year)

R = 20 cm

R = 30 cm

R = 40 cm

R = 50 cm

R = 100 cm

R = 150 cm

w/c = 0.50

6.1

4.2

3.2

2.5

1.3

0.8

w/c = 0.45

12.3

8.4

6.4

5.1

2.6

1.7

w/c = 0.40

24.6

16.7

12.7

10.2

5.1

3.4