Numerical Analysis of the Degradation Characteristics of Bearing Capacity of a Corroded Reinforced Concrete Beam

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Corrosion rate of rebar section</td><td class="align_center">0%</td><td class="align_center">5%</td><td class="align_center">10%</td><td class="align_center">15%</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Concrete compressive (MPa)</td><td class="align_center">34.55</td><td class="align_center">17.37</td><td class="align_center">11.08</td><td class="align_center">8.61</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The strength of the concrete cover of the corroded member.</div>

Advances in Civil Engineering

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Table 5

Table 5: Numerical Analysis of the Degradation Characteristics of Bearing Capacity of a Corroded Reinforced Concrete Beam 