Research Article
Four-Node Generalized Conforming Membrane Elements with Drilling DOFs Using Quadrilateral Area Coordinate Methods
Table 8
Results of the tip deflection of a cantilever beam with distorted parameter
.
| | 0 | 0.5 | 1 | 2 | 3 | 4 | 4.9 |
| Q4 | 28.0 | 21.0 | 14.1 | 9.7 | 8.3 | 7.2 | 6.2 | Q8 | 100 | 100 | 99.3 | 89.3 | 59.7 | 31.6 | 19.0 | QM6 | 100 | 80.9 | 62.7 | 54.4 | 53.6 | 51.2 | 46.8 | P-S | 100 | 81.0 | 62.9 | 55.0 | 54.7 | 53.1 | 49.8 | GQ12 | 100 | 97.9 | 86.3 | 48.7 | 24.9 | 13.3 | 8.0 | GQ12M | 100 | 98.7 | 93.9 | 74.1 | 51.0 | 33.4 | 23.3 | QAC4θ | 100 | 99.9 | 98.9 | 99.8 | 102.0 | 102.2 | 100.3 | QAC4θM | 100 | 100 | 100 | 100 | 100 | 100 | 100 |
| Exact | 100 |
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