Research Article
Novel Crashworthy Device for Pier Protection from Barge Impact
Table 5
Optimum parameters, total masses of beam steel, and configurations of optimum devices corresponding to different impact scenarios.
| Impact scenario | (–) | (m) | (m) | (ton) | Optimum structure configuration |
| | 1 | 0.20 | 1.00 | 0.41 | | | 1 | 0.25 | 1.26 | 0.82 | | | 1 | 0.35 | 1.76 | 2.22 | | | 1 | 0.23 | 1.16 | 0.64 | | | 2 | 0.41 | 2.04 | 6.23 | | | 2 | 0.57 | 2.83 | 16.62 | | | 1 | 0.29 | 1.43 | 1.19 | | | 2 | 0.50 | 2.51 | 11.60 | | | 2 | 0.70 | 3.48 | 30.77 | |
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