Experimental Investigation on the Anticollision Performance of Corrugated Steel-Reinforced Composites for Bridge Piers

Figure 4

Local deformation of the steel plate. (a) Deformation of CSP-2.75-4 outside and inside the corrugated steel plates after impact. (b) Deformation of OSP-2.75-4 outside and inside the ordinary steel plates after impact. (c) Deformation of CSP-2.75-2 outside the corrugated steel plates. (d) Deformation of OSP-2.75-2 outside the ordinary steel plates. (e) Deformation of CSP-2.75-3 outside the corrugated steel plates. (f) Deformation of OSP-2.75-3 outside the ordinary steel plates. (g) Deformation of CSP-2.75-4 outside the corrugated steel plates. (h) Deformation of OSP-2.75-4 outside the ordinary steel plates.

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