Analytical Solutions for Corrosion-Induced Cohesive Concrete Cracking

<table>Crack widths at rebar surface (<svg height="11.3375" id="M244" style="vertical-align:-3.2316pt" version="1.1" viewbox="0 0 18 11.3375" width="18" xmlns="http://www.w3.org/2000/svg">
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<g transform="translate(72,-62.93)">
<text transform="matrix(1,0,0,-1,-71.95,66.2)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑤</tspan>
</text>
<text transform="matrix(1,0,0,-1,-62.26,63.07)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑏</tspan>
</text>
</g>
</g>
</svg>) and at cover surface (<svg height="11.3375" id="M245" style="vertical-align:-3.2316pt" version="1.1" viewbox="0 0 17.950001 11.3375" width="17.950001" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,11.3375)">
<g transform="translate(72,-62.93)">
<text transform="matrix(1,0,0,-1,-71.95,66.2)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑤</tspan>
</text>
<text transform="matrix(1,0,0,-1,-62.26,63.07)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑐</tspan>
</text>
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</g>
</svg>) with time <svg height="9.125" id="M246" style="vertical-align:-0.11285pt" version="1.1" viewbox="0 0 5.0124998 9.125" width="5.0124998" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,9.125)">
<g transform="translate(72,-64.7)">
<text transform="matrix(1,0,0,-1,-71.95,64.86)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑡</tspan>
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</g>
</svg>.</table>

Journal of Applied Mathematics

fig5

Figure 5

Figure 5: Analytical Solutions for Corrosion-Induced Cohesive Concrete Cracking 