Analytical Solutions for Corrosion-Induced Cohesive Concrete Cracking

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="769132.fig.001a" src="https://static-preview.hindawi.com/articles/jam/volume-2012/769132/figures/769132.fig.001a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Idealisation of cover concrete</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="769132.fig.001b" src="https://static-preview.hindawi.com/articles/jam/volume-2012/769132/figures/769132.fig.001b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Geometry of cylinder model subject to internal displacement</td></tr></table></td></tr></table>

<table>Thick-walled cylinder model for cover concrete cracking evolution due to reinforcement corrosion.</table>

Journal of Applied Mathematics

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Figure 1: Analytical Solutions for Corrosion-Induced Cohesive Concrete Cracking 