Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/796786/figures/796786.fig.0021a.svgz" name="796786.fig.0021a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Top of fold plate F</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/796786/figures/796786.fig.0021b.svgz" name="796786.fig.0021b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Middle height of fold plate F</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/796786/figures/796786.fig.0021c.svgz" name="796786.fig.0021c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Bottom of fold plate F</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/796786/figures/796786.fig.0021d.svgz" name="796786.fig.0021d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Fold plates A, B, and C</td></tr></table>

<div>Load-strain of specimen C2F (Typical).</div>

Mathematical Problems in Engineering

fig21

Figure 21

Figure 21: Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders 