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.003a.svgz" name="586264.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Vertical and end-longitudinal stiffener corrosion model (V-stiffener cases, V-L stiffener cases)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/586264/figures/586264.fig.003b.svgz" name="586264.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Vertical and left-right longitudinal stiffener corrosion model (V-L-R stiffener cases)</td></tr></table>

<div>Corrosion damage condition of web stiffener for FE analysis.</div>

Advances in Materials Science and Engineering

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Figure 3

Figure 3: Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder 