Research Article
Numerical Study on Diffusion of Chloride and Induced Rebar Corrosion by Two-Dimensional Multiscale Approach
Figure 23
FE model and typical distribution of chloride content for different aggregate and gradation. (a) Dmax = 5 mm. (b) Dmax = 10 mm. (c) Dmax = 15 mm. (d) Dmax = 20 mm. (e) Dmax = 25 mm. (f) Dmax = 30 mm.
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