Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Specimens</td><td class="align_center">Calculation results (kN)</td><td class="align_center">Increase efficiency of calculation results</td><td class="align_center">Test results (kN)</td><td class="align_center">Increase efficiency of test results</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">S1</td><td class="align_center">820</td><td class="align_center">—</td><td class="align_center">838</td><td class="align_center">—</td></tr><tr><td class="align_left">S2</td><td class="align_center">972</td><td class="align_center">18.5%</td><td class="align_center">1,017</td><td class="align_center">21.4%</td></tr><tr><td class="align_left">S3</td><td class="align_center">1,098</td><td class="align_center">33.9%</td><td class="align_center">1,060</td><td class="align_center">26.5%</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of calculation and test results of ultimate bearing capacity.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC 