Study on the Time-dependent Reliability of Corroded Reinforced Concrete Bridge Structures due to Ship Impact

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Water level change zone</td><td class="align_center" rowspan="2">Splash zone</td><td class="align_center" rowspan="2">Atmospheric salt spray area</td><td class="align_center" colspan="4">Offshore atmospheric zone</td></tr><tr class="thead"><td class="align_center">0.1 km</td><td class="align_center">0.25 km</td><td class="align_center">0.5 km</td><td class="align_center">1.0 km</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">19</td><td class="align_center">17</td><td class="align_center">11.5</td><td class="align_center">5.87</td><td class="align_center">3.83</td><td class="align_center">2.57</td><td class="align_center">1.28</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Concrete surface chloride ion concentration <i>C</i><sub><i>s</i></sub>.</div>

Advances in Civil Engineering

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Table 1

Table 1: Study on the Time-dependent Reliability of Corroded Reinforced Concrete Bridge Structures due to Ship Impact 