Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Specimen</td><td class="align_center" colspan="3">Ultimate capacity (kN m)</td></tr><tr class="thead"><td class="align_center">EXP</td><td class="align_center">CAL</td><td class="align_center">(EXP-CAL)/CAL (%)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">JD1</td><td class="align_center">679</td><td class="align_center">612</td><td class="align_center">10.9</td></tr><tr><td class="align_left">JD2</td><td class="align_center">614</td><td class="align_center">556</td><td class="align_center">10.4</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of experimental and calculated ultimate flexural capacity.</div>

Advances in Civil Engineering

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Table 6

Table 6: Flexural Capacity and Behavior of RC Hollow Bridge Beams after a Time Service of 24 Years 