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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Model</td><td class="align_center">No.</td><td class="align_center"><i>f</i><sub><i>y</i></sub> (MPa)</td><td class="align_center"><i>E</i><sub><i>s</i></sub> (GPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Q345C</td><td class="align_center">1</td><td class="align_center">336.12</td><td class="align_center">203</td></tr><tr><td class="align_left">Q345C</td><td class="align_center">2</td><td class="align_center">338.20</td><td class="align_center">200</td></tr><tr><td class="align_left">—</td><td class="align_center">Ave.</td><td class="align_center">337.16</td><td class="align_center">201.5</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of steel.</div>

Advances in Civil Engineering

tab1

Table 1

Table 1: Effects of Different Interface Forms on Mechanical Properties of Steel Self-Compacting Concrete Composite Beams 