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) |