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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Type</td><td class="align_center">Compressive strength (MPa)</td><td class="align_center">Flexural strength (MPa)</td><td class="align_center">Young’s modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Concrete</td><td class="align_center">54.5</td><td class="align_center">6.1</td><td class="align_center">34.1</td></tr><tr><td class="align_left">SFRC-FA</td><td class="align_center">52.2</td><td class="align_center">12.0</td><td class="align_center">40.8</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Concrete and SFRC-FA material properties.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression 