Research Article
Study on the Anticollision Performance of a New Corrugated Steel Protection System for Bridge Pier
Table 3
Parameters and calculation result peak.
| | Case | Thickness (mm) | Weight (kg) | Peak impact force (MN) | Peak total energy (MJ) | | Ship-CSP | CSP-pier | Ship(min) | CSP(max) | Pier(max) |
| | CSP (2.0 mm) | 2.0 | 47997.1 | 3.98 | 4.16 | 0.06 | 6.66 | 0.04 | | CSP (2.5 mm) | 2.5 | 51189.5 | 4.95 | 4.98 | 0.05 | 6.69 | 0.07 | | CSP (3.0 mm) | 3.0 | 54390.7 | 5.75 | 6.47 | 0.04 | 6.66 | 0.10 | | CSP (3.5 mm) | 3.5 | 57579.7 | 6.61 | 6.87 | 0.05 | 6.67 | 0.14 | | CSP (4.0 mm) | 4.0 | 60754.6 | 7.38 | 7.62 | 0.05 | 6.61 | 0.21 | | CSP (4.5 mm) | 4.5 | 64024.9 | 7.97 | 8.04 | 0.05 | 6.60 | 0.24 | | CSP (5.0 mm) | 5.0 | 67139.5 | 8.44 | 8.49 | 0.05 | 6.57 | 0.25 |
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