Research Article

Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion

Figure 8

Shear buckling resistance ratios depending on aspect ratio.
(a) Sectional damaged web plate thickness (100 mm corrosion height)
(b) Sectional damaged volume (100 mm corrosion height)
(c) Sectional damaged web plate thickness (200 mm corrosion height)
(d) Sectional damaged volume (100 mm corrosion height)