Effects of Different Interface Forms on Mechanical Properties of Steel Self-Compacting Concrete Composite Beams

<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">Time</td><td class="align_center">Maximum bearing capacity (kN)</td><td class="align_center">Specimen strength (MPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">7 days</td><td class="align_center">640.7</td><td class="align_center">28.46</td></tr><tr><td class="align_left">14 days</td><td class="align_center">798.49</td><td class="align_center">35.49</td></tr><tr><td class="align_left">28 days</td><td class="align_center">825.39</td><td class="align_center">36.68</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: Effects of Different Interface Forms on Mechanical Properties of Steel Self-Compacting Concrete Composite Beams 