在动态负载下对螺栓岩的能量消耗机制的实验研究
Peng-Qi Qiu1,2, Wen-Wei Wang3, Kai Wang1
1College of Mining Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China.
Scientific reports
|May 17, 2025
概括
螺栓式的岩石,可以在石头上.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 影响力学影响力学.
背景情况:
- 了解在动态负载下岩石和螺栓式岩石标本的行为,对于地下结构稳定性至关重要.
- 分裂霍普金森压力杆 (SHPB) 是研究冲击反应的关键技术.
研究的目的:
- 为了研究在动态负载下螺栓式岩石样本的冲击失败特征.
- 为了阐明撞击下的螺栓岩石中的能量消散机制.
- 在动态加载环境中,提出围绕岩石螺栓支的设计原则.
主要方法:
- 分裂霍普金森压力杆 (SHPB) 测试用于应用受控冲击动态负载.
- 随着时间的推移,对事件,反射,传输和散射能量进行分析.
- 检查螺栓和岩石样本的动态应变特征.
主要成果:
- 较高的撞击速度 (7.18.9 m/s) 降低了螺栓岩的阻力动态负载 (EPRD) 给定时间的有效性,加速了故障.
- 撞击能量在合作变形过程中以应变能量储存,然后通过裂纹启动,传播和切割滑动在非合作和故障阶段消散.
- 消散能量是螺栓式岩石的内在特性,独立于冲击负载.
结论:
- 冲击速度的增加会对螺栓岩的动态负载阻力产生负面影响.
- 能量消散机制涉及岩石基质和螺栓之间的复杂相互作用.
- 提高周围岩石的"反能量"系数可以减轻动态负载对道路稳定的影响.
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