关于花岩的动态特性与不同厚度的填充接头的实验研究
Zhide Wang1, Jiaxing An1, Yuanyou Xia1
1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China.
Materials (Basel, Switzerland)
|March 13, 2025
概括
在花岩接头中填充材料的厚度显著影响岩石质量在冲击下的行为. 4.91-7.56毫米之间的临界厚度改变动力强度,能量消耗和损伤模式.
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
- 材料科学 材料科学 材料科学
背景情况:
- 结合式岩石质量在地质构造和工程结构中普遍存在.
- 了解它们在冲击下的动态行为对于安全和设计至关重要.
- 联合填充材料的特性可以显著改变岩石质量反应.
研究的目的:
- 为了研究在冲击负载下填充接头的花岩的动态特性.
- 分析能量消耗模式和故障模式.
- 为了确定填充材料厚度对这些属性的影响.
主要方法:
- 分裂霍普金森压力棒 (SHPB) 测试是在不同的关节填充厚度的花岩样本上进行的.
- 高速摄影捕获了实时的裂传播和故障过程.
- 应力-张力曲线,能量系数和损害分布的分析.
主要成果:
- 填充厚度显著影响压力-应变行为,显示"压力双模"现象和减少应变反弹.
- 拉力故障是主要的断裂模式,损伤集中在发生棒,下侧和填充材料附近.
- 随着填充厚度的增加,动态压力强度下降,而能量反射线性增加,传输线性减少.
结论:
- 确定了一个关键的填充厚度范围 (4.91毫米至7.56毫米),显著影响动态特性,能量吸收和损坏.
- 该研究强调了关节填充材料在岩石质量冲击反应中的重要性.
- 这些发现为岩石工程项目的设计和稳定性评估提供了宝贵的数据.
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