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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Sports event</td><td class="align_center">Parameters</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Diffusion coefficient of chloride ions</td><td class="align_center">5.38 × 10<sup>−8</sup>cm<sup>2</sup>/s</td></tr><tr><td class="align_left">The average year-round temperature of the local environment <i>T</i></td><td class="align_center">20°C</td></tr><tr><td class="align_left">Water-cement ratio <i>w/c</i></td><td class="align_center">0.4</td></tr><tr><td class="align_left">Annual average ambient relative humidity RH</td><td class="align_center">57%</td></tr><tr><td class="align_left">Concrete surface chloride ion concentration <i>C</i><sub><i>s</i></sub> (0.1 km from shoreline)</td><td class="align_center">5.87 kg/cm<sup>3</sup></td></tr><tr><td class="align_left">Chloride ion concentration on rebar surface <i>C</i><sub><i>cr</i></sub></td><td class="align_center">2.1 kg/cm<sup>3</sup></td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Deterioration parameters of steel corrosion.</div>

Advances in Civil Engineering

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Table 2

Table 2: Study on the Time-dependent Reliability of Corroded Reinforced Concrete Bridge Structures due to Ship Impact 