x (m) | 0 | 0.1 | 0.3 | 0.5 | 0.8 | 1.01 | 1.4 | 1.6 |
Continuity method | 0 | 0.179 | 0.536 | 0.888 | 1.399 | 1.744 | 2.329 | 2.588 |
Finite element method | 0 | 0.178 | 0.530 | 0.876 | 1.381 | 1.721 | 2.296 | 2.565 |
Ratio | ―― | 1.01 | 1.01 | 1.01 | 1.01 | 1.01 | 1.01 | 1.01 |
x (m) | 1.8 | 2.0 | 2.3 | 2.6 | 3.0 | 3.3 | 3.5 |
|
Continuity method | 2.839 | 3.066 | 3.360 | 3.593 | 3.804 | 3.884 | 3.899 |
|
Finite element method | 2.812 | 3.037 | 3.325 | 3.557 | 3.765 | 3.842 | 3.857 |
|
Ratio | 1.01 | 1.01 | 1.01 | 1.01 | 1.01 | 1.01 | 1.01 |
|