Effect of Combining Fiber and Textile Reinforcement on the Flexural Behavior of UHPC Plates

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Used fibers</td><td class="align_center">Length (mm)</td><td class="align_center">Diameter (mm)</td><td class="align_center">Length/diameter (–)</td><td class="align_center">Young’s modulus (GPa)</td><td class="align_center">Tensile strength (mean value) (MPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Stratec Weidacon FM 0.20/15</td><td class="align_center">15</td><td class="align_center">0.2</td><td class="align_center">75</td><td class="align_center">200</td><td class="align_center">&gt;2000</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Main properties of the used steel fibers (producer’s data sheet).</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: Effect of Combining Fiber and Textile Reinforcement on the Flexural Behavior of UHPC Plates 