Developing a Model for Chloride Ions Transport in Cement Concrete under Dynamic Flexural Loading and Dry-Wet Cycles

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/5760512/figures/5760512.fig.005a.svgz" name="5760512.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The stress level is 0.4</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2017/5760512/figures/5760512.fig.005b.svgz" name="5760512.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The stress level is 0.6</td></tr></table>

<div>Distribution of chloride ions concentration in concrete under dynamic flexural loading and dry-wet cycle.</div>

Mathematical Problems in Engineering

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Figure 5

Figure 5: Developing a Model for Chloride Ions Transport in Cement Concrete under Dynamic Flexural Loading and Dry-Wet Cycles 