Analysis of Flexural Bearing Capacity and Failure Mode of Precast LSFRC Pavement Slab

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Project name</td><td class="align_center">Ultimate load</td><td class="align_center">Midspan deflection</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Test values</td><td class="align_center">36.82</td><td class="align_center">1.51</td></tr><tr><td class="align_left">Simulated values</td><td class="align_center">38.29</td><td class="align_center">1.98</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison between the results of numerical simulation and test.</div>

Advances in Materials Science and Engineering

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Table 1

Table 1: Analysis of Flexural Bearing Capacity and Failure Mode of Precast LSFRC Pavement Slab 