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

<table class="table-group" id="tab3"><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</td><td class="align_center">Experimental</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">6.79</td></tr><tr><td class="align_left">Neutral axis position (mm)</td><td class="align_center">31.19</td><td class="align_center">24.55</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison the mid-span deflection and neutral axis position of test girder between the FE values and measured values.</div>

Advances in Civil Engineering

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Table 3

Table 3: Numerical Analysis of Two I-shaped GFRP Composite Bridge with Corrugated Webs 