Full-Scale Impact Test and Numerical Simulation of a New-Type Resilient Rock-Shed Flexible Buffer Structure

<div>Deformations at several typical moments. (a) The block contacts the ring nets (<i>t</i> = 0 s). (b) Compression of the spring rods (<i>t</i> = 0.07 s). (c) Position of maximum impact displacement (<i>t</i> = 0.13 s). (d) Block rebounds out of the ring nets (<i>t</i> = 0.33 s).</div>

Shock and Vibration

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Figure 14

Figure 14: Full-Scale Impact Test and Numerical Simulation of a New-Type Resilient Rock-Shed Flexible Buffer Structure 