首页> 外文会议>International Conference on Geological Engineering >Experimental Analysis on Dynamic Behavior of Porous Rock by SHPB Apparatus
【24h】

Experimental Analysis on Dynamic Behavior of Porous Rock by SHPB Apparatus

机译:SHPB装置多孔岩体动态行为的实验分析

获取原文

摘要

Impact experiments in man-made rock were carried out with the Split Hopkinson Pressure Bar (SHPB) apparatus in this paper. The impact process was analyzed and the influence of rock porosity on dynamic mechanical behavior was investigated. The stress-strain curves in rock were obtained by the one-dimensional stress wave theory. The curve lays foundation for numeric simulation of rock fracture under impact loading. The damage profiles of rock specimen under the impact loading show that the man-made rock exhibits obvious shear damage under the impact loading because it is a typical porous medium containing large quantities of defects such as pores, cracks and grain boundaries at the microscale. The experimental results also indicated that rock porosity plays an important role in dynamic mechanical behavior.
机译:人造岩石中的冲击实验与本文的分裂霍普金森压力棒(SHPB)装置进行。研究了冲击过程,研究了岩孔隙率对动态力学行为的影响。通过一维应力波理论获得岩石中的应力 - 应变曲线。曲线为冲击载荷下岩石骨折数字模拟的基础。在冲击载荷下岩石样本的损伤曲线表明,人造岩石在冲击载荷下表现出明显的剪切损伤,因为它是含有大量缺陷的典型多孔介质,例如微尺寸的孔隙,裂缝和晶界。实验结果还表明,岩石孔隙率在动态机械行为中起着重要作用。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号