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

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Knn (N/mm3)</td><td class="align_center">1358</td></tr><tr><td class="align_left">Ks, Kt (N/mm3)</td><td class="align_center">20358</td></tr><tr><td class="align_left">tn, ts, tt (MPa)</td><td class="align_center">5.63</td></tr><tr><td class="align_left">Total/plastic deflection</td><td class="align_center">0.241</td></tr><tr><td class="align_left">Viscosity coefficient</td><td class="align_center">0.001</td></tr><tr><td class="align_left">Friction coefficient</td><td class="align_center">1.44</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Slip parameters of UHPC layer and concrete interface.</div>

Mathematical Problems in Engineering

tab7

Table 7

Table 7: Flexural Reinforcement of Over-Reinforced Beam by Ultrahigh Performance Concrete Layer 