Research Article
Bending Moment Calculations for Piles Based on the Finite Element Method
Table 16
Comparison of bending moments by 2-D and 3-D analyses (
m).
| Element type | CPE4-D-W (EI) | CPE4-D-W () | C3D8-W | CPE4-D-Y | CPE4-D-Y (×/E) | C3D8-Y |
| (kN·m) | 4422.84 | 4387.73 | 3895.87 | 636.48 | 5682.86 | 4729.85 | (kN·m) | −1061.76 | −1053.33 | −1120.00 | −117.02 | −1044.83 | −1102.11 |
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