Influence of Distribution Modulus on the Compressive Strength of Ultra-High-Performance Concrete with Coarse Aggregate (UHPC-CA)

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Type</td><td class="align_center">Diameter/mm</td><td class="align_center">Length/mm</td><td class="align_center">Aspect ratio</td><td class="align_center">Density/(kg/m<sup>3</sup>)</td><td class="align_center">Elastic modulus/GPa</td><td class="align_center">Tensile strength/MPa</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Hooked</td><td class="align_center">0.2</td><td class="align_center">15</td><td class="align_center">75</td><td class="align_center">7800</td><td class="align_center">210</td><td class="align_center">2500</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical parameters of steel fibers used in this study.</div>

Advances in Civil Engineering

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Table 3

Table 3: Influence of Distribution Modulus on the Compressive Strength of Ultra-High-Performance Concrete with Coarse Aggregate (UHPC-CA) 