Research Article
Bending Moment Calculations for Piles Based on the Finite Element Method
Table 2
Deflection error with element CPS8R.
| Mesh | Deflection error (%) | B | C | D | E |
| | 0.15 | 0.05 | 0.01 | ā0.01 | | 0.33 | 0.15 | 0.09 | 0.05 | | 0.38 | 0.18 | 0.11 | 0.07 | | 0.40 | 0.19 | 0.12 | 0.08 | | 0.27 | 0.12 | 0.07 | 0.04 | | 0.36 | 0.17 | 0.10 | 0.07 | | 0.39 | 0.18 | 0.12 | 0.08 | | 0.40 | 0.19 | 0.12 | 0.08 |
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