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

Figure 12

Relationship curve: (a, b) the relationship curves between the plate thickness or weight of the CSP and the peak value of bridge pier impact force, respectively; (c, d) the relationship curves between the plate thickness or weight of the CSP and the peak value of CSP total energy, respectively; (e, f) the relationship curves between the plate thickness or weight of the CSP and the peak value of the bridge pier total energy, respectively.

(a)

(b)

(c)

(d)

(e)

(f)