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

<table class="table-group" id="tab5"><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"><i>θ</i><sub><i>u</i></sub>/rad</td><td class="align_center">0.0138</td><td class="align_center">0.0132</td><td class="align_center">0.0128</td><td class="align_center">0.0121</td><td class="align_center">0.0109</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum permissible turning angles over time.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Study on the Time-dependent Reliability of Corroded Reinforced Concrete Bridge Structures due to Ship Impact 