Research Article
Locally Corroded Stiffener Effect on Shear Buckling Behaviors of Web Panel in the Plate Girder
Table 3
Shear buckling values for V-LL400 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: 400 mm, ratio: 40% | 0 | 0 | 489.15 | 1.00 | 810 | 1.00 | 0.90 | 1.00 | 100 | 0.1 | 479.55 | 0.98 | 810 | 1.00 | 0.88 | 1.00 | 200 | 0.2 | 469.15 | 0.96 | 797.5 | 0.98 | 0.86 | 0.98 | 300 | 0.3 | 461.8 | 0.94 | 770 | 0.95 | 0.85 | 0.95 | 400 | 0.4 | 459.85 | 0.94 | 745 | 0.92 | 0.84 | 0.92 | 500 | 0.5 | 449.35 | 0.92 | 717.5 | 0.89 | 0.82 | 0.89 | 600 | 0.6 | 420.8 | 0.86 | 695 | 0.86 | 0.77 | 0.86 | 700 | 0.7 | 396.9 | 0.81 | 682.5 | 0.84 | 0.73 | 0.84 | 800 | 0.8 | 385.1 | 0.79 | 667.5 | 0.82 | 0.71 | 0.82 | 900 | 0.9 | 382.5 | 0.78 | 665 | 0.82 | 0.70 | 0.82 | 1000 | 1.0 | 380.05 | 0.78 | 665 | 0.82 | 0.70 | 0.82 |
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