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="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Beam ID</td><td class="align_center">Absorbed energy (J)</td><td class="align_center">Relative energy absorbed</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Steel bar-reinforced beam</td><td class="align_center">5812.021</td><td class="align_center">—</td></tr><tr><td class="align_left">Basalt-wire bar-reinforced beam</td><td class="align_center">5439.252</td><td class="align_center">0.93</td></tr><tr><td class="align_left">Carbon-basalt bar-reinforced beam</td><td class="align_center">2920.322</td><td class="align_center">0.5</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The amount of energy absorbed by reinforced concrete beams.</div>

Shock and Vibration

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Table 4

Table 4: Experimental Investigation on the Ductility of Concrete Deep Beams Reinforced with Basalt-Carbon and Basalt-Steel Wire Hybrid Composite Bars 

Table 4 | Experimental Investigation on the Ductility of Concrete Deep Beams Reinforced with Basalt-Carbon and Basalt-Steel Wire Hybrid Composite Bars 