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

<div>Impact velocity effect on the lateral displacement peak value of point D1. (a) Change curve of the lateral displacement peak value of point D1. (b) The lateral displacement peak value of point D1 at each impact velocity.</div>

Shock and Vibration

fig7

Figure 7

Figure 7: Experimental Investigation on the Anticollision Performance of Corrugated Steel-Reinforced Composites for Bridge Piers 