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

<table class="table-group" id="tab4"><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">Cracking load (kN)</td><td class="align_center">Yield load of steel bars (kN)</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">160</td><td class="align_center">306</td></tr><tr><td class="align_left">10P10</td><td class="align_center">10</td><td class="align_center">100</td><td class="align_center">305</td></tr><tr><td class="align_left">10H10</td><td class="align_center">10</td><td class="align_center">120</td><td class="align_center">306</td></tr><tr><td class="align_left">10B10</td><td class="align_center">10</td><td class="align_center">100</td><td class="align_center">300</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 4

Table 4: Experimental Study on the Influence of Type of Stirrup of Prestressed Concrete Beams with Corroded Rebars 