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

<table class="table-group" id="tab2"><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">Expansion angle</td><td class="align_center">30°</td></tr><tr><td class="align_left">Eccentricity</td><td class="align_center">0.1</td></tr><tr><td class="align_left"><i>f</i><sub><i>b</i>0</sub>/<i>f</i><sub><i>c</i>0</sub></td><td class="align_center">1.16</td></tr><tr><td class="align_left"><i>K</i></td><td class="align_center">0.667</td></tr><tr><td class="align_left">Viscosity coefficient</td><td class="align_center">0.001</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Plastic damage model parameters.</div>

Mathematical Problems in Engineering

tab2

Table 2

Table 2: Flexural Reinforcement of Over-Reinforced Beam by Ultrahigh Performance Concrete Layer 