Experimental Investigation on the Ductility of Concrete Deep Beams Reinforced with Basalt-Carbon and Basalt-Steel Wire Hybrid Composite Bars

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen ID</td><td class="align_center"><i>f’c </i>(MPa)</td><td class="align_center"><i>A</i><sub><i>f</i></sub> (mm<sup>2</sup>)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Basalt-wire</td><td class="align_center">41.2</td><td class="align_center">78.5</td></tr><tr><td class="align_left">Carbon-basalt</td><td class="align_center">40.8</td><td class="align_center">78.5</td></tr><tr><td class="align_left">Steel</td><td class="align_center">41.3</td><td class="align_center">78.5</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Specifications of built concrete beams.</div>

Shock and Vibration

tab3

Table 3

Table 3: Experimental Investigation on the Ductility of Concrete Deep Beams Reinforced with Basalt-Carbon and Basalt-Steel Wire Hybrid Composite Bars 

Table 3 | Experimental Investigation on the Ductility of Concrete Deep Beams Reinforced with Basalt-Carbon and Basalt-Steel Wire Hybrid Composite Bars 