Flexural Behavior of Reinforced High-Performance Concrete Beams Made with Steel Slag Coarse Aggregate

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left" rowspan="2">Type of mix</td><td align="center">Compressive strength</td><td align="center">Splitting tensile strength</td><td align="center">Static modulus of elasticity</td></tr><tr class="thead"><td align="center"><span width=""><i>“ </i><svg height="14.5875" id="M7" style="vertical-align:-3.22281pt" version="1.1" viewbox="0 0 19.75 14.5875" width="19.75" xmlns="http://www.w3.org/2000/svg">
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<tspan style="font-size: 8.75px; " x="0" y="0">c</tspan>
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</svg><i>”</i></span></td><td align="center"><i>“f<sub>t</sub>”</i></td><td align="center"><i>“E<sub>c</sub>”</i></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">Steel slag agg. mix</td><td align="center">75.6</td><td align="center">21</td><td align="center">38000</td></tr><tr><td align="left">Dolomite agg. mix</td><td align="center">58.1</td><td align="center">11</td><td align="center">33000</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

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tab5

Table 5

Table 5: Flexural Behavior of Reinforced High-Performance Concrete Beams Made with Steel Slag Coarse Aggregate 