Numerical Study on Diffusion of Chloride and Induced Rebar Corrosion by Two-Dimensional Multiscale Approach

Figure 26

Polar distribution of chloride content on cross section of rebar on center of bottom side (solid: 20 y; dashed: 100 y). (a) R = 16 mm, C = 20 mm. (b) R = 16 mm, C = 30 mm. (c) R = 16 mm, C = 40 mm. (d) R = 16 mm, C = 50 mm. (e) R = 16 mm, C = 60 mm. (f) R = 12 mm, C = 50 mm. (g) R = 20 mm, C = 50 mm. (h) R = 25 mm, C = 50 mm. (i) R = 28 mm, C = 50 mm.

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(i)