Research Article
Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder
Figure 14
V-L-R stiffener model with V: 50%, L: 40%, and R: 40% corrosion damage (V-LH500L400R400).
(a) Out-of-plane displacement contour |
(b) Maximum principal stress distribution contour |