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

<table class="table-group" id="tab11"><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 (0.00152%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">70</td><td class="align_center">1.740%</td><td class="align_center">1144.74</td></tr><tr><td class="align_left">100</td><td class="align_center">0.265%</td><td class="align_center">174.34</td></tr><tr><td class="align_left">150</td><td class="align_center">0.00152% (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 810 kN.</div>

Advances in Civil Engineering

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Table 11

Table 11: Experimental Study on the Size Effect on the Probability Distribution of Concrete Compressive Strength 