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.0014a.svgz" name="9649187.fig.0014a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Smooth surface. Interface strength of 1 MPa. Pressure at failure (24 MPa)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9649187/figures/9649187.fig.0014b.svgz" name="9649187.fig.0014b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Rough surface. Interface strength of 1 MPa. Imposed pressure of 26 MPa</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/9649187/figures/9649187.fig.0014c.svgz" name="9649187.fig.0014c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Rough surface. Interface strength of 3 MPa. Imposed pressure of 26 MPa</td></tr></table>

<div>Numerically obtained crack pattern and maximum crack widths due to the pressure imposed by expanding bar in repair systems. SHCC is used as a repair material, influence of the substrate surface roughness, and the interface strength (deformation scaled 20x; note that for different samples maximum crack widths are different).</div>

Advances in Materials Science and Engineering

Failure Modes in Concrete Repair Systems due to Ongoing Corrosion

Figure 14