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

Figure 18

FE model for cement paste and ITZ regarding ITZ width, h (blue: cement paste; orange: ITZ). (a) h = 5 μm. (b) h = 10 μm. (c) h = 20 μm. (d) h = 35 μm. (e) h = 50 μm.

(a)

(b)

(c)

(d)

(e)