Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/586264/figures/586264.fig.001a.svgz" name="586264.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>After collapse [<a href="/journals/amse/2015/586264/#B3">3</a>]</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/586264/figures/586264.fig.001b.svgz" name="586264.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Inside before collapse [<a href="/journals/amse/2015/586264/#B4">4</a>]</td></tr></table>

<div>A collapsed steel plate girder bridge in Japan [<a href="/journals/amse/2015/586264/#B3">3</a>, <a href="/journals/amse/2015/586264/#B4">4</a>].</div>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder 