Performance of Cracked Ultra-High-Performance Fiber-Reinforced Concrete Exposed to Dry-Wet Cycles of Chlorides

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Cement kg/m<sup>3</sup></td><td class="align_center">Fly ash kg/m<sup>3</sup></td><td class="align_center">Silica fume kg/m<sup>3</sup></td><td class="align_center">Water kg/m<sup>3</sup></td><td class="align_center">Sand kg/m<sup>3</sup></td><td class="align_center">Steel fiber kg/m<sup>3</sup></td><td class="align_center">Superplastic kg/m<sup>3</sup></td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">700</td><td class="align_center">200</td><td class="align_center">100</td><td class="align_center">185</td><td class="align_center">1000</td><td class="align_center">140</td><td class="align_center">11</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mix proportion of UHPC specimens.</div>

Advances in Materials Science and Engineering

tab3

Table 3

Table 3: Performance of Cracked Ultra-High-Performance Fiber-Reinforced Concrete Exposed to Dry-Wet Cycles of Chlorides 