Research Article
Experimental Investigation on the Anticollision Performance of Corrugated Steel-Reinforced Composites for Bridge Piers
Table 1
Test conditions, number of specimens, and test model composition.
| | Working condition number | H (mm) | Quantity | V (m/s) | CSP | OSP | CWACF-12.0 |
| | CSP-2.75-2 | 2.75 | 3 | 2 | + | − | + | | CSP-3.00-2 | 3.00 | 3 | 2 | + | − | + | | CSP-3.50-2 | 3.50 | 3 | 2 | + | − | + | | OSP-2.75-2 | 2.75 | 3 | 2 | − | + | + | | OSP-3.00-2 | 3.00 | 3 | 2 | − | + | + | | OSP-3.50-2 | 3.50 | 3 | 2 | − | + | + | | CWACF-12.0-2 | 0 | 1 | 2 | − | − | + | | CSP-2.75-3 | 2.75 | 3 | 3 | + | − | + | | CSP-3.00-3 | 3.00 | 3 | 3 | + | − | + | | CSP-3.50-3 | 3.50 | 3 | 3 | + | − | + | | OSP-2.75-3 | 2.75 | 3 | 3 | − | + | + | | OSP-3.00-3 | 3.00 | 3 | 3 | − | + | + | | OSP-3.50-3 | 3.50 | 3 | 3 | − | + | + | | CWACF-12.0-3 | 0 | 1 | 3 | − | − | + | | CSP-2.75-4 | 2.75 | 3 | 4 | + | − | + | | CSP-3.00-4 | 3.00 | 3 | 4 | + | − | + | | CSP-3.50-4 | 3.50 | 3 | 4 | + | − | + | | OSP-2.75-4 | 2.75 | 3 | 4 | − | + | + | | OSP-3.00-4 | 3.00 | 3 | 4 | − | + | + | | OSP-3.50-4 | 3.50 | 4 | 4 | − | + | + | | CWACF-12.0-4 | 0 | 1 | 4 | − | − | + |
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“+”: assembled; “−”: not assembled.
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