Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

<table class="table-group" id="tab10"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">Specimen 1 : Specimen 2</td><td align="center">Ratio of web thickness</td><td align="center">Ratio of experimental result </td><td align="center">Ratio of FEM result</td></tr><tr><td align="center" colspan="4"><hr/></td></tr><tr><td align="left">C3F : P3F</td><td align="center">1</td><td align="center">1.210</td><td align="center">1.209</td></tr><tr><td align="left">C3H : P3F</td><td align="center">1</td><td align="center">1.177</td><td align="center">1.154</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Comparison of shear capacity with and without corrugation.

Mathematical Problems in Engineering

tab10

Table 10

Table 10: Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders 