Research Article
Bending Moment Calculations for Piles Based on the Finite Element Method
Table 7
Calculated bending moment in the wall (with CPE4).
| Item | Grid number along the length | Grid number across wall section | 2 | 4 | 8 | Bending moment (kN·m) | Error (%) | Bending moment (kN·m) | Error (%) | Bending moment (kN·m) | Error (%) |
| | Computed with stress | 15 | 1096.813 | −58.61 | 1335.297 | −49.61 | 1393.136 | −47.43 | 30 | 1714.913 | −35.29 | 2052.434 | −22.55 | 2133.281 | −19.50 | 60 | 2073.363 | −21.76 | 2454.809 | −7.37 | 2546.233 | −3.92 | Computed with displacement | 15 | 1073.083 | −63.50 | 1048.292 | −64.34 | 1042.292 | −64.55 | 30 | 1966.567 | −33.11 | 1880.900 | −36.02 | 1860.867 | −36.70 | 60 | 2724.200 | −7.34 | 2521.400 | −14.24 | 2478.267 | −15.70 |
| | Computed with stress | 15 | −535.650 | −40.64 | −658.054 | −27.07 | −687.977 | −23.76 | 30 | −657.713 | −27.11 | −805.006 | −10.79 | −840.821 | −6.82 | 60 | −694.513 | −23.03 | −850.134 | −5.79 | −887.903 | −1.60 | Computed with displacement | 15 | −690.833 | −23.81 | −679.167 | −25.09 | −676.667 | −25.37 | 30 | −851.667 | −6.07 | −840.000 | −7.35 | −836.667 | −7.72 | 60 | −900.000 | −0.74 | −886.667 | −2.21 | −886.667 | −2.21 |
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