A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Strength grade</td><td class="align_center" rowspan="2">Water/cement ratio</td><td class="align_center" rowspan="2">Theoretical bulk density (kg/m3)</td><td class="align_center" colspan="5">Concrete material consumption</td></tr><tr class="thead"><td class="align_center">Water</td><td class="align_center">Cement</td><td class="align_center">The fly ash</td><td class="align_center">Sand</td><td class="align_center">Stone</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">R180360</td><td class="align_center">0.45</td><td class="align_center">2418</td><td class="align_center">86</td><td class="align_center">134</td><td class="align_center">57</td><td class="align_center">534</td><td class="align_center">1607</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The parameters of different compositions of the concrete.</div>

Advances in Civil Engineering

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Table 2

Table 2: A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens 