Research on the Corrosion Damage Mechanism of Concrete in Two Freeze–Thaw Environments

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">C3S</td><td class="align_center">C2S</td><td class="align_center">C3A</td><td class="align_center">C4AF</td><td class="align_center"><i>f</i>-CaO</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">PO 42.5</td><td class="align_center">55.7</td><td class="align_center">22.09</td><td class="align_center">5.12</td><td class="align_center">16.79</td><td class="align_center">0.29</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mineral composition of main raw materials (in percentage).</div>

Advances in Civil Engineering

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Table 3

Table 3: Research on the Corrosion Damage Mechanism of Concrete in Two Freeze–Thaw Environments 