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<p>For the rockburst prevention issue of hydraulic supports in tunnel roadways, a structural design was introduced that adds energy-absorbing components to the hydraulic prop. This anti-shock hydraulic prop can improve the shock resistance of the support by absorbing energy through displacement. A solid-liquid coupling and static-dynamic coupling model for the anti-shock hydraulic prop was established using finite element and SPH particle methods. Impact tests were conducted on the energy-absorbing device and the shock-resistant prop with energy-absorbing columns. Optimization and adjustment of key simulation parameters were performed to achieve long-duration, high-precision simulations of energy-absorbing columns under shock loading in tunnel supports. The synergistic working mechanism between the energy-absorbing device and the hydraulic prop was revealed. The results show that the maximum displacement of the energy-absorbing column was reduced by 25% compared to the ordinary prop. The maximum displacement resistance was reduced by 18% compared to the ordinary prop. The total energy absorption was increased by 80% compared to the ordinary prop. It was found that the energy-absorbing device loaded on the energy-absorbing column could be fully crushed within 13 ms under the impact of a 10.5t hammer. The displacement speed reached 18.5&#xa0;m/s, with variable stiffness and frequency.</p>

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Research on the simulation methods and shock resistance performance of energy absorbing columns in rockburst roadway supports

  • 期刊论文

  • 出版模式：

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  • 发表日期：

    2025年7月1日

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  • Dong An,
  • Jinying Fan,
  • Yimin Song,
  • Hailiang Xu

摘要

For the rockburst prevention issue of hydraulic supports in tunnel roadways, a structural design was introduced that adds energy-absorbing components to the hydraulic prop. This anti-shock hydraulic prop can improve the shock resistance of the support by absorbing energy through displacement. A solid-liquid coupling and static-dynamic coupling model for the anti-shock hydraulic prop was established using finite element and SPH particle methods. Impact tests were conducted on the energy-absorbing device and the shock-resistant prop with energy-absorbing columns. Optimization and adjustment of key simulation parameters were performed to achieve long-duration, high-precision simulations of energy-absorbing columns under shock loading in tunnel supports. The synergistic working mechanism between the energy-absorbing device and the hydraulic prop was revealed. The results show that the maximum displacement of the energy-absorbing column was reduced by 25% compared to the ordinary prop. The maximum displacement resistance was reduced by 18% compared to the ordinary prop. The total energy absorption was increased by 80% compared to the ordinary prop. It was found that the energy-absorbing device loaded on the energy-absorbing column could be fully crushed within 13 ms under the impact of a 10.5t hammer. The displacement speed reached 18.5 m/s, with variable stiffness and frequency.