Experimental Study and Extended Finite Element Simulation of Fracture of Self-Compacting Rubberized Concrete

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Cement</td><td class="align_center">Fly ash</td><td class="align_center">Silica fume</td><td class="align_center">Water</td><td class="align_center">Water reducer</td><td class="align_center">Sand</td><td class="align_center">Gravel</td><td class="align_center">Rubber particles</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">385</td><td class="align_center">139</td><td class="align_center">26</td><td class="align_center">200</td><td class="align_center">7.3</td><td class="align_center">916.2</td><td class="align_center">800</td><td class="align_center">41.5</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The mixture proportion of SCRC (kg/m<sup>3</sup>).</div>

Advances in Civil Engineering

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Table 5

Table 5: Experimental Study and Extended Finite Element Simulation of Fracture of Self-Compacting Rubberized Concrete 