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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Shear stiffness in closure mode (kgf/cm<sup>3</sup>)</td><td class="align_center">Normal stiffness in closure mode (kgf/cm<sup>3</sup>)</td><td class="align_center">Frictional coefficient</td><td class="align_center">Shear stiffness in open mode (kgf/cm<sup>3</sup>)</td><td class="align_center">Normal stiffness in open mode (kgf/cm<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">10000</td><td class="align_center">1000000</td><td class="align_center">0.5</td><td class="align_center">100</td><td class="align_center">10</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material properties of the bond element.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Effects of Different Interface Forms on Mechanical Properties of Steel Self-Compacting Concrete Composite Beams 