Effect of Curing Conditions on the Shrinkage of Ultra High-Performance Fiber-Reinforced Concrete

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">C<sub>3</sub>S</td><td class="align_center">C<sub>2</sub>S</td><td class="align_center">C<sub>4</sub>AF</td><td class="align_center">C<sub>3</sub>A</td><td class="align_center">f-MgO</td><td class="align_center">f-CaO</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Mass percentage</td><td class="align_center">60.5</td><td class="align_center">18.1</td><td class="align_center">8.9</td><td class="align_center">7.4</td><td class="align_center">1.8</td><td class="align_center">0.9</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The primary mineral composition of 42.5 ordinary Portland cement (wt.%).</div>

Advances in Civil Engineering

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Table 1

Table 1: Effect of Curing Conditions on the Shrinkage of Ultra High-Performance Fiber-Reinforced Concrete 