Research Article
Nonlinear Buckling Analysis of Thin-Walled Box Beams considering Shear Lag
Table 4
The percentage differences of the transversal displacement (
).
| | L (m) | I | II | III | IV | V | | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) | Δ (%) |
| | 1 | 18.1 | 24.5 | 21.1 | 11.2 | 25.1 | 23.4 | 3.0 | 8.1 | 7.2 | 18.1 | 22.1 | 21.8 | 10.6 | 25.9 | 13.3 | | 2 | 11.0 | 22.6 | 19.2 | 13.0 | 17.4 | 15.1 | 7.5 | 23.0 | 17.1 | 2.8 | 13.1 | 4.1 | 11.0 | 25.2 | 17.3 | | 3 | 11.8 | 21.8 | 13.8 | 13.0 | 31.9 | 30.0 | 8.7 | 23.1 | 17.5 | 4.2 | 11.4 | 13.9 | 12.2 | 22.6 | 16.8 | | 4 | 13.6 | 19.8 | 18.2 | 12.7 | 15.6 | 17.8 | 6.1 | 24.1 | 10.5 | 9.2 | 16.5 | 14.7 | 2.7 | 24.0 | 17.3 | | 5 | 10.3 | 21.1 | 20.4 | 10.2 | 19.6 | 21.4 | 9.0 | 21.6 | 12.9 | 9.5 | 23.3 | 16.3 | 6.6 | 22.3 | 18.9 | | 6 | 10.7 | 19.1 | 17.8 | 14.0 | 18.7 | 21.9 | 2.3 | 18.2 | 5.5 | 4.6 | 20.9 | 8.2 | 6.5 | 24.2 | 17.8 | | 7 | 5.6 | 25.7 | 15.6 | 9.2 | 17.4 | 14.1 | 2.0 | 19.7 | 7.3 | 2.5 | 18.6 | 4.8 | 3.8 | 21.1 | 17.2 | | 8 | 2.9 | 20.0 | 11.2 | 2.8 | 4.0 | 9.9 | 1.8 | 11.7 | 2.5 | 3.6 | 10.7 | 8.0 | 9.6 | 20.6 | 17.3 |
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