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) |