Research Article
Full-Scale Impact Test and Numerical Simulation of a New-Type Resilient Rock-Shed Flexible Buffer Structure
Table 3
Comparison of test results and the numerical simulation results.
| Physical quantities | Test | Numerical simulation | Deviation (%) |
| Maximum impact force (kN) | 107.8 | 118.5 | 9.9 | Maximum elongation (m) | 1.55 | 1.65 | 6.5 | Rebound height of the block (m) | 4.04 | 4.62 | 14.4 | Impact duration (s) | 0.32 | 0.33 | 3.1 |
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