Study on the Anticollision Performance of a New Corrugated Steel Protection System for Bridge Pier

Figure 13

Time history curve of a barge hitting a CSP (2.50 mm) or a new FRP fender system head-on at 3 m/s: (a) impact force, (b) total energy of CSP, (c) impact crush depth of CSP or FRP, and (d) total energy of bridge pier.

(a)

(b)

(c)

(d)