Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression

<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">Diameter (mm)</td><td class="align_center">Length (mm)</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Young’s modulus (GPa)</td><td class="align_center">Density (g/cm<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">0.2</td><td class="align_center">13</td><td class="align_center">1500</td><td class="align_center">2700</td><td class="align_center">7.8</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

tab6

Table 6

Table 6: Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression 