Experimental Study on the Size Effect on the Probability Distribution of Concrete Compressive Strength

<table class="table-group" id="tab13"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Size (mm)</td><td class="align_center">Failure probability</td><td class="align_center">Ratio to the true value (1.962%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">70</td><td class="align_center">9.180%</td><td class="align_center">4.68</td></tr><tr><td class="align_left">100</td><td class="align_center">6.093%</td><td class="align_center">3.11</td></tr><tr><td class="align_left">150</td><td class="align_center">1.962% (true value)</td><td class="align_center">1</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Failure probabilities of the 150 mm concrete specimen under a compression of 890 kN.</div>

Advances in Civil Engineering

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Table 13

Table 13: Experimental Study on the Size Effect on the Probability Distribution of Concrete Compressive Strength 