Strength Prediction of Self-Consolidating Concrete Containing Steel Fibre with Different Fibre Aspect Ratio

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Material description</td><td class="align_center">Quantity/M<sup>3</sup></td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Cement</td><td class="align_center">247 kg</td></tr><tr><td class="align_left">Fly ash</td><td class="align_center">157 kg</td></tr><tr><td class="align_left">Natural sand</td><td class="align_center">856 kg</td></tr><tr><td class="align_left">Coarse aggregate (5 mm to 9 mm)</td><td class="align_center">448 kg</td></tr><tr><td class="align_left">Coarse aggregate (10 mm to 14 mm)</td><td class="align_center">448 kg</td></tr><tr><td class="align_left">Water/binder ratio</td><td class="align_center">0.45</td></tr><tr><td class="align_left">Super plasticizer</td><td class="align_center">0.80% of cement mass</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Journal of Nanomaterials

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Table 3

Table 3: Strength Prediction of Self-Consolidating Concrete Containing Steel Fibre with Different Fibre Aspect Ratio 