Numerical Analysis of Two I-shaped GFRP Composite Bridge with Corrugated Webs

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Static test</td><td class="align_center">FE model (straight webs)</td><td class="align_center">FE model (corrugated webs)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Mid-span average deflection (mm)</td><td class="align_center">7.24</td><td class="align_center">8.31</td></tr><tr><td class="align_left">Neutral axis position (mm)</td><td class="align_center">31.19</td><td class="align_center">28.93</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mid-span deflection and neutral axis position: FE model (straight webs) vs. FE model (corrugated webs).</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Numerical Analysis of Two I-shaped GFRP Composite Bridge with Corrugated Webs 