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

Figure 17

Shear buckling load and ratio of vertical and end-longitudinal stiffener corrosion model.

(a) L-stiffener: 0% corrosion damage

(b) L-stiffener: 20% corrosion damage

(c) L-stiffener: 40% corrosion damage

(d) L-stiffener: 60% corrosion damage

(e) L-stiffener: 80% corrosion damage

(f) L-stiffener: 100% corrosion damage