Meso-Analysis of Recycled Coarse Aggregate Self-Compacting Concrete on the Basis of Random Aggregate Model

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Results</td><td class="align_center">Ultimate bearing capacity (kN)</td><td class="align_center">Accuracy error (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Test result</td><td class="align_center">80.4</td><td class="align_center">—</td></tr><tr><td class="align_left">CDP simulation result</td><td class="align_center">78.03</td><td class="align_center">3.0</td></tr><tr><td class="align_left">XFEM simulation result</td><td class="align_center">81.02</td><td class="align_center">0.7</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Ultimate bearing capacity of simply supported beams.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Meso-Analysis of Recycled Coarse Aggregate Self-Compacting Concrete on the Basis of Random Aggregate Model 