Analytical Model to Predict Residual Flexural Capacity of Recycled Aggregate Concrete Beams with Corroded Longitudinal Rebars

<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">Property</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Fineness modulus</td><td class="align_center">2.78</td></tr><tr><td class="align_left">Apparent density (kg m<sup>−3</sup>)</td><td class="align_center">2580</td></tr><tr><td class="align_left">Bulk density (kg m<sup>−3</sup>)</td><td class="align_center">1250</td></tr><tr><td class="align_left">Grain grading</td><td class="align_center">II</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 2

Table 2: Analytical Model to Predict Residual Flexural Capacity of Recycled Aggregate Concrete Beams with Corroded Longitudinal Rebars 