Failure Modes in Concrete Repair Systems due to Ongoing Corrosion

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9649187/figures/9649187.fig.0018a.svgz" name="9649187.fig.0018a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Repair mortar</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9649187/figures/9649187.fig.0018b.svgz" name="9649187.fig.0018b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>SHCC</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9649187/figures/9649187.fig.0018c.svgz" name="9649187.fig.0018c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Commercial repair material</td></tr></table>

<div>Experimentally obtained damage patterns (top: repair material; bottom: mortar substrate; interface is indicated with the arrow); samples are epoxy impregnated and imaged under UV light.</div>

Advances in Materials Science and Engineering

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Figure 18

Figure 18: Failure Modes in Concrete Repair Systems due to Ongoing Corrosion 