The Effect of Crack Width on Chloride-Induced Corrosion of Steel in Concrete

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/3968578/figures/3968578.fig.001a.svgz" name="3968578.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Pouring the specimen in two parts</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/3968578/figures/3968578.fig.001b.svgz" name="3968578.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Test specimen with transverse crack</td></tr></table>

<div>Schematic of the cracked concrete.</div>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: The Effect of Crack Width on Chloride-Induced Corrosion of Steel in Concrete 