Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center"><i>E</i> (GPa)</td><td class="align_center">Poisson ratio</td><td class="align_center"><i>c</i> (MPa)</td><td class="align_center"><i>φ</i> (<span class="nowrap"><svg height="7.35473pt" id="M30" style="vertical-align:-0.3499303pt" version="1.1" viewbox="-0.0498162 -7.0048 4.94072 7.35473" width="4.94072pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M326 255C326 330 263 391 186 391S46 330 46 255S109 119 186 119S326 180 326 255ZM274 255C274 204 235 163 186 163S98 204 98 255S137 347 186 347S274 306 274 255Z"></path></g></svg>)</span></td><td class="align_center"><i>R</i><sub>c</sub> (MPa)</td><td class="align_center">Density (kg/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Concrete slab</td><td class="align_center">30</td><td class="align_center">0.167</td><td class="align_center">3.18</td><td class="align_center">54.9</td><td class="align_center">2</td><td class="align_center">2,500</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Adopted parameters of the Drucker–Prager model.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Time-Dependent Fuzzy Reliability Analysis of Concrete Slab during the Initial Water Storage Period of CFRD: A Case Study 