Experiment and Simulation on the Anticollision Performance of a New Corrugated Steel Protection System for Bridge Piers

Figure 8

Influence curves of impact velocity. (a) Ratio of lateral displacement peak value at the top of the column. (b) Ratio of total energy peak value of the CSP/OSP specimen. (c) Ratio of lateral impact force peak value.

(a)

(b)

(c)