Flexural Reinforcement of Over-Reinforced Beam by Ultrahigh Performance Concrete Layer

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Elasticity modulus (GPa)</td><td class="align_center">Poisson’s ratio</td><td class="align_center"><i>f</i><sub>c</sub> (MPa)</td><td class="align_center"><i>f</i><sub>t</sub> (MPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">48.6</td><td class="align_center">0.19</td><td class="align_center">144.82</td><td class="align_center">8.1</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of UHPC.</div>

Mathematical Problems in Engineering

tab5

Table 5

Table 5: Flexural Reinforcement of Over-Reinforced Beam by Ultrahigh Performance Concrete Layer 