Research Article
Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method
Table 2
Deviation between numerical and test results without roof sheathing.
| Impact type (mm) | Comparison program | Test | B-P | S-J | Value | Value | Error (%) | Value | Error (%) |
| 8 | First impact duration (ms) | 32.90 | 31.50 | −4.25 | 42.20 | 28.27 | Stress H1 (MPa) | −81.90 | −91.80 | 12.09 | −78.70 | −3.91 | Stress H4 (MPa) | 38.10 | 47.10 | 23.62 | 32.20 | −15.49 | Time interval (ms) | 49.10 | 73.60 | 49.90 | 47.10 | −4.1 |
| 10 | First impact duration (ms) | 33.80 | 36.00 | 6.51 | 41.20 | 21.89 | Stress H1 (MPa) | −96.50 | −99.00 | 2.59 | −96.20 | −0.31 | Stress H4 (MPa) | 44.50 | 37.50 | −15.73 | 35.60 | −20.00 | Time interval (ms) | 61.70 | 88.80 | 43.92 | 68.60 | 11.18 |
|
|