Experimental Study on the Influence of Type of Stirrup of Prestressed Concrete Beams with Corroded Rebars

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Number</td><td class="align_center">Corrosion rate (%)</td><td class="align_center">Ultimate bearing capacity (kN)</td><td class="align_center">Ultimate deflection (mm)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">0P10</td><td class="align_center">0</td><td class="align_center">508.9</td><td class="align_center">53</td></tr><tr><td class="align_left">10P10</td><td class="align_center">10</td><td class="align_center">478</td><td class="align_center">76.2</td></tr><tr><td class="align_left">10H10</td><td class="align_center">10</td><td class="align_center">484</td><td class="align_center">67.5</td></tr><tr><td class="align_left">10B10</td><td class="align_center">10</td><td class="align_center">504.8</td><td class="align_center">77.74</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Ultimate bearing capacity and deflection of specimens.</div>

Advances in Civil Engineering

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Table 3

Table 3: Experimental Study on the Influence of Type of Stirrup of Prestressed Concrete Beams with Corroded Rebars 