Research Article
Spatial Numerical Simulation of Locally Corroded Steel Plate Girder with Various End Panels
Table 1
Comparison of peak load for the reference model.
| | End type | FE results for = 6 mm | FE results for = 4 mm | | Ultimate load, P0 (kN) | Normalize load | Ultimate load, P0 (kN) | Normalize load |
| | Rigid end post | 1741.2 | 1.075 | 889.5 | 1.084 | | Nonrigid end post | 1620.3 | 1 | 820.4 | 1 | | No end post | 1575.1 | 0.972 | 796.4 | 0.971 |
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