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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Modulus of elasticity, Pa</td><td class="align_center">Poisson’s ratio</td><td class="align_center">Tensile strength, Pa</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Aggregate</td><td class="align_center">5.8731<i>E</i>10</td><td class="align_center">0.1960</td><td class="align_center">9.25<i>E</i>6</td></tr><tr><td class="align_left">Mortar</td><td class="align_center">1.7458<i>E</i>10</td><td class="align_center">0.2000</td><td class="align_center">2.78<i>E</i>6</td></tr><tr><td class="align_left">Interface</td><td class="align_center">1.3967<i>E</i>10</td><td class="align_center">0.2407</td><td class="align_center">1.56<i>E</i>6</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The proportion of concrete mixture in Dagang Mountain.</div>

Advances in Civil Engineering

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Table 1

Table 1: A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens 