Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Years</td><td class="align_center">Annual traffic volume</td><td class="align_center">Number of axles</td><td class="align_center">Remarks</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">2010</td><td class="align_center">25,710,725</td><td class="align_center">57,052,099</td><td class="align_center"> </td></tr><tr><td class="align_left">2020</td><td class="align_center">43,460,505</td><td class="align_center">96,438,861</td><td class="align_center"> </td></tr><tr><td class="align_left">2030</td><td class="align_center">61,210,285</td><td class="align_center">136,000,000</td><td class="align_center">Forecast</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Annual traffic volume and axle number for Dazhenggang Bridge.</div>

Complexity

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Table 4

Table 4: Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck 