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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Strength grade</td><td class="align_center">Water to cement ratio (mass ratio)</td><td class="align_center">Water-reducing agent (kg/m<sup>3</sup>)</td><td class="align_center">Cement (kg/m<sup>3</sup>)</td><td class="align_center">Water (kg/m<sup>3</sup>)</td><td class="align_center">Gravel (kg/m<sup>3</sup>)</td><td class="align_center">Sand (kg/m<sup>3</sup>)</td><td class="align_center">Rheological properties (mm)</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">C30</td><td class="align_center">0.55</td><td class="align_center">3.61</td><td class="align_center">368.90</td><td class="align_center">201.11</td><td class="align_center">786.00</td><td class="align_center">801.72</td><td class="align_center">650</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: Effects of Different Interface Forms on Mechanical Properties of Steel Self-Compacting Concrete Composite Beams 