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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Diameter <i>d</i><sub>f</sub>/mm</td><td class="align_center">Length <i>l</i><sub><i>f</i></sub>(mm)</td><td class="align_center">Aspect ratio [<i>l</i><sub><i>f</i></sub>/<i>d</i><sub><i>f</i></sub>]</td><td class="align_center">Tensile strength (MPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">0.21</td><td class="align_center">13</td><td class="align_center">62</td><td class="align_center">2869</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Geometrical and physical properties of steel fibers.</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: Performance of Cracked Ultra-High-Performance Fiber-Reinforced Concrete Exposed to Dry-Wet Cycles of Chlorides 