A Prediction Model for Concrete Cracks due to Chloride-Induced Corrosion

<div>The relationship between <i>f</i><sub><i>t</i></sub> and <i>l</i><sub><i>m</i></sub> (<i>R</i><sub><i>c</i></sub> = 30 mm).</div>

Advances in Materials Science and Engineering

Figure 11: A Prediction Model for Concrete Cracks due to Chloride-Induced Corrosion 