Research Article
Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder
Table 4
Shear buckling values for V-LL600 stiffener series.
| Corrosion of longitudinal stiffener |
Corrosion of vertical stiffener |
Critical shear buckling load ( | Shear buckling strength ( | With corrosion/without corrosion | Height (mm) | Ratio | Load (kN) | Ratio | Load (kN) | Ratio | ratio | ratio |
| Width: 600 mm, ratio: 60% | 0 | 0 | 475.15 | 1.00 | 805 | 1.00 | 0.87 | 0.99 | 100 | 0.1 | 465.65 | 0.98 | 802.5 | 1.00 | 0.85 | 0.99 | 200 | 0.2 | 453.25 | 0.96 | 777.5 | 0.97 | 0.83 | 0.96 | 300 | 0.3 | 443.6 | 0.94 | 745 | 0.93 | 0.81 | 0.92 | 400 | 0.4 | 438.9 | 0.94 | 725 | 0.90 | 0.81 | 0.90 | 500 | 0.5 | 435.65 | 0.92 | 705 | 0.88 | 0.80 | 0.87 | 600 | 0.6 | 409.85 | 0.86 | 692.5 | 0.86 | 0.75 | 0.85 | 700 | 0.7 | 383.25 | 0.81 | 677.5 | 0.84 | 0.70 | 0.84 | 800 | 0.8 | 364.05 | 0.79 | 667.5 | 0.83 | 0.67 | 0.82 | 900 | 0.9 | 357.4 | 0.78 | 652.5 | 0.81 | 0.66 | 0.81 | 1000 | 1.0 | 356.5 | 0.78 | 652.5 | 0.81 | 0.65 | 0.81 |
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