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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Time/years</td><td class="align_center">0</td><td class="align_center">40</td><td class="align_center">60</td><td class="align_center">80</td><td class="align_center">100</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Compressive strength/MPa</td><td class="align_center">25.5</td><td class="align_center">8.6</td><td class="align_center">4.6</td><td class="align_center">3.2</td><td class="align_center">2.4</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculation of concrete attenuation in the protective layer at each moment.</div>

Advances in Civil Engineering

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Table 4

Table 4: Study on the Time-dependent Reliability of Corroded Reinforced Concrete Bridge Structures due to Ship Impact 