Research Article
Relationships between Imperfections and Shear Buckling Resistance in Web Plate with Sectional Damage Caused by Corrosion
Table 2
Shear buckling strengths of test specimens and FE analysis results.
| | | Corroded height (mm) | Corroded thickness (mm) | Corroded volume ratio (%) | Shear buckling strength (), kN | | Tests | /0 | /10000 | /500 | /100 |
| | Ch00T6 | 00 | 0/00 | 00 | 1286.54 | 1160.0 | 1160.0 | 1160.0 | 1140.0 | | Ch10T4 | 100 | 2 | 4.17 | 1275.75 | 1120.0 | 1120.0 | 1120.0 | 1100.0 | | Ch20T4 | 200 | 2 | 8.33 | 1152.46 | 1080.0 | 1080.0 | 1080.0 | 1060.0 | | Ch10T2 | 100 | 4 | 8.33 | 1186.37 | 1060.0 | 1060.0 | 1060.0 | 1040.0 |
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