Research Article
Nonlinear Buckling Analysis of Thin-Walled Box Beams considering Shear Lag
Table 3
The percentage differences of the vertical displacement (
).
| | L (m) | I | II | III | IV | V | | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) |
| | 1 | 5.2 | 14.4 | 5.0 | 9.0 | 10.4 | 9.1 | 17.1 | 21.1 | 20.0 | 2.6 | 4.8 | 4.6 | 11.0 | 14.9 | 11.0 | | 2 | 3.3 | 10.4 | 4.6 | 17.9 | 24.7 | 18.0 | 17.3 | 26.9 | 20.7 | 2.4 | 8.7 | 5.1 | 11.0 | 17.5 | 16.3 | | 3 | 9.0 | 16.7 | 9.6 | 12.7 | 18.8 | 16.3 | 13.9 | 27.7 | 19.2 | 5.4 | 17.7 | 12.9 | 6.6 | 14.6 | 11.0 | | 4 | 1.4 | 16.8 | 9.7 | 14.5 | 20.8 | 16.3 | 13.5 | 26.0 | 18.9 | 5.9 | 16.2 | 13.5 | 6.3 | 16.9 | 14.7 | | 5 | 1.6 | 17.6 | 6.5 | 15.6 | 26.1 | 20.0 | 16.3 | 24.9 | 17.5 | 8.6 | 17.4 | 16.8 | 5.5 | 19.6 | 18.3 | | 6 | 3.8 | 16.5 | 6.3 | 19.1 | 26.1 | 25.4 | 13.9 | 24.3 | 16.0 | 8.0 | 16.3 | 11.8 | 6.0 | 20.1 | 15.9 | | 7 | 2.1 | 16.3 | 6.9 | 5.2 | 18.4 | 16.6 | 11.7 | 16.8 | 16.6 | 9.2 | 17.7 | 12.6 | 8.8 | 13.6 | 10.7 | | 8 | 2.3 | 10.9 | 6.5 | 7.6 | 11.7 | 10.7 | 5.9 | 20.3 | 15.9 | 8.8 | 9.5 | 9.2 | 9.3 | 21.3 | 19.9 |
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