在不同相对密度的条件下,研究珊瑚沙的一维冲击压缩特征
Xin Liu1,2, Huiqi Ren1, Hui Zhang3
1Defense Engineering Institute, Academy of Military Sciences, Luoyang 471023, China.
Materials (Basel, Switzerland)
|March 13, 2025
概括
珊瑚沙的动态压缩揭示了由密度,应变速率和水分影响的明显的应力-应变行为. 锁定现象和承载能力随着这些因素而有很大变化,影响土壤力学.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 材料科学 材料科学 材料科学
背景情况:
- 由于其复杂的结构,珊瑚砂在地质技术应用中提出了独特的挑战.
- 了解其动态压缩行为对于海洋环境的基础设施开发至关重要.
研究的目的:
- 为了研究在近似一维的应变条件下珊瑚沙的动态压缩特性.
- 分析相对密度,应变率和水分含量对珊瑚沙的机械反应的影响.
主要方法:
- 使用Split Hopkinson压力杆 (SHPB) 装置进行了动态压缩测试.
- 具有不同相对密度的珊瑚沙样本受到不同的应变率和湿度条件的影响.
主要成果:
- 应力-应变曲线表现出三个不同的阶段:骨架滑动/屈服,压缩和卸载.
- 据发现,锁定现象是由较高的湿度,较低的相对密度和较高的拉力率所促进的.
- 相对密度对压缩行为的影响是由水分含量和拉伸率调节的,影响承载能力.
结论:
- 珊瑚砂的动态压缩行为是复杂的,高度依赖于多种相互作用的因素.
- 承载能力可以随着相对密度的增加或减少,这取决于和和张率,强调需要仔细地址特定分析.
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