不同类型的岩石在冲击负荷下的动态机械性能
Zixu Wang1, Junhong Huang2,3, Yanglong Chen1
1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China.
Scientific reports
|November 6, 2023
概括
这项研究研究了撞击负载下的岩石机械性能. RHT构成模型准确地模拟了岩石变形和故障,优于HJC模型对各种岩石类型的性能.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 计算力学 计算力学 计算力学
背景情况:
- 了解动态冲击下的岩石行为对于工程应用至关重要.
- 现有的构成模型可能无法完全捕捉压力下的各种岩石类型的复杂故障机制.
研究的目的:
- 研究五种岩石类型在静态和动态冲击负载下的机械性能和故障模式.
- 在LS-DYNA中评估Johnson-Cook (JC) 和Riedel-Hiermaier-Thomsen (RHT) 构成模型的准确性,以模拟岩石撞击.
- 为了确定最适合的构成模型来预测岩石变形和故障.
主要方法:
- 在五个岩石样本上进行了静态机械参数测试.
- 进行了Split-Hopkinson压力棒 (SHPB) 实验,以评估动态冲击反应.
- 使用LS-DYNA与JC和RHT组成模型进行的数值模拟与实验数据进行了比较.
主要成果:
- SHPB冲击压力影响了花岩,大理石和石灰岩的峰值应力,但不是石膏或珊瑚礁石灰岩.
- 两种JC和RHT模型都模拟了花岩,大理石和石灰岩撞击测试.
- RHT模型成功地描述了所有测试的岩石类型的变形-损伤-失败过程,与石膏和珊瑚礁石灰岩的JC模型不同.
结论:
- 与JC模型相比,RHT构成模型在模拟各种岩石类型的动态冲击响应和故障方面表现出卓越的准确性.
- 准确的构成模型对于在冲击负载下可靠的岩石力学数值模拟至关重要.
- 发现为地质工程和材料设计提供了宝贵的见解,涉及受到动力力量影响的岩石.
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