期刊文献+

基于三维离散元的滚刀破岩机理研究 被引量:2

Study on Hobbing Cutter Rock Breaking Mechanism Based on 3D DEM
下载PDF
导出
摘要 为研究滚刀破岩机理,借助CAD建模技术,高效精确地生成了盘形滚刀模型,采用三维颗粒流方法模拟盘形滚刀破岩过程,分析了盘形滚刀破岩机理。研究结果表明,随着刀盘贯入度的增加,裂纹数量呈跳跃式快速增加,且主要集中在滚刀刀刃两侧2 cm范围内,沿滚刀运动迹线发展。剪裂纹数量略大于拉裂纹,但总体相当,岩石表现出拉伸-剪切综合破坏模式。随着滚刀侵入岩体,法向推力、切向滚动力和侧向力均波动剧烈,但法向推力变化范围不随贯入度变化,切向滚动力和侧向力波动范围则随着贯入度的增加而增加。 In order to study the hobbing cutter rock breaking mechanism,with the aid of CAD modeling technology,precise disk cutter model was established efficiently. Three-dimensional particle flow code( PFC3D) was employed to carry out numerical simulations for understanding the rock breaking by disc cutters.Numerical results show that as the penetration increases,the crack number grows with jump and the crack occurs mainly within 2 cm of the edge of the disk cutter and develops along the trace of moving cutter. The number of shear cracks is slightly more than that of tension cracks,but equal generally,demonstrating that the rock breaking is of a combination of shear-tension mode. As the disk cutter intrudes the rock,the normal thrust,tangential rolling force and side force all change with large fluctuation,the normal force is insensitive to penetration,while the latter two increase as penetration grows.
作者 叶晨立 王俊 刘川昆 马杲宇 张均博 YE Chenli1, WANG Jun2 , LIU Chuankun2 , MA Gaoyu2 , ZHANG Junbo2(1Fuzhou Urban Subway Co. , Ltd. , Fuzhou 350001, China; 2 Key Laboratory of Transportation Tunnel Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 610031, Chin)
出处 《路基工程》 2018年第3期142-145,共4页 Subgrade Engineering
关键词 破岩机理 盘形滚刀 三维颗粒流法 数值仿真 裂纹 rock breaking mechanism disk cutter three-dimensional particle flow code numerical simulation cracks
  • 相关文献

参考文献5

二级参考文献62

  • 1刘文白,周健.扩底桩的上拔试验及其颗粒流数值模拟[J].岩土力学,2004,25(z2):201-206. 被引量:38
  • 2林家骐.研究盘形滚刀破岩机理与提高刀具使用寿命[J].福州大学学报(自然科学版),1990,18(1):108-113. 被引量:16
  • 3虞和霁 金国栋 苏禾.盘形滚刀破岩机制的有限元分析.东北工学院学报,1981,28(3):79-87.
  • 4Qiu-ming GONG, Jian ZHAO, Yu-yong JIAO. Numerical modeling of the effects of joint orientation on rock fragmentation by TBM cutters[J]. Tunnelling and Underground Space Technology, 2005, (20): 183-- 191.
  • 5GONG Q M, JIAO Y Y, ZHAO J. Numerical modelling of the effects of joint spacing on rock fragmentation by TBM cutters[J]. Tunnelling and Underground Space Technology, 2006, (21): 46--55.
  • 6金国栋 黄士芳 虞和霁 等.全断面岩石隧道掘进机盘刀破岩机制分析(上).制冷空调与电力机械,1981,(3):1-9.
  • 7金国栋.全断面岩石隧道掘进机盘刀破岩机制分析(下).制冷空调与电力机械,1981,(4):21-27.
  • 8金国栋 金明法.掘进机盘形窄刃滚刀.工程机械,1986,(3):26-29.
  • 9INNAURATO N, OGGERI C, ORESTE P P, et al. Experimental and numerical studies on rock breaking with TBM tools under high stress confinement[J]. Rack Mechanics and Rock Engineering, 2007, 40(5): 429-- 451.
  • 10虞和霁 金国栋 苏禾.盘形滚刀破岩机理的有限元分析.东北工学院学报,1981,28(3):79-87.

共引文献206

同被引文献24

引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部