期刊文献+

三方程线性弹性-阻尼DEM模型及碰撞参数确定 被引量:14

Three-equation linear spring-dashpot DEM model and the determination of contact parameters
下载PDF
导出
摘要 建立了一种考虑法向接触力、切向接触力(含静滑动摩擦力及动滑动摩擦力)和力矩(含由切向力产生的力矩及静滚动摩擦力矩和动滚动摩擦力矩)的三方程线性弹性-阻尼离散单元模型,并将该模型应用到颗粒物料的三维数值模拟中,讨论了模型中几个重要碰撞参数——刚性系数、阻尼系数及摩擦系数的选择及其对计算结果的影响,同时也探讨了时间步长等计算参数对模拟结果的影响。为了验证算法和参数选择的正确性,本文对几个有代表性的颗粒系统进行了数值试验研究,并对计算结果进行了细致的分析,验证了新模型和参数选择的正确性。 The three-equation linear spring-dashpot model for granular dynamics is a relatively complete discrete element method (DEM), which takes full account of the particle-particle interactions, i.e. the normal contact force, the tangential contact force (including static sliding friction force and sliding fric- tion force) and the moment (including the moment generated by the tangential force, static rolling friction force and rolling friction force). This paper applied the three-equation linear spring-dashpot model to the three-dimensional simulations of granular dynamics in some physical systems. The significance of the choice of contact parameters such as the contact stiffness, the damping coefficient, and the friction coefficient was discussed in detail. Experimental results were employed to validate the model predictions, especially the influence of the simulation parameters.
出处 《计算力学学报》 EI CAS CSCD 北大核心 2009年第2期239-244,共6页 Chinese Journal of Computational Mechanics
基金 浙江大学优秀青年教师资助计划资助项目
关键词 离散单元法 计算颗粒力学 堆积过程 数值模拟 discrete element method computational granular dynamics heap formation numerical simulation
  • 相关文献

参考文献13

  • 1ZHU H P, YU A B. The effects of wall and rolling resistance on the couple stress of granular materials in vertical flow[J]. Physica A, 2003,325 : 347-360.
  • 2ZHANG Z P, LIU L F, YUAN Y D, YU A B. A simulation study of the effects of dynamic variables on the packing of spheres[J]. Powder Technology, 2001,116:23-32.
  • 3ZHOU Y C, WRIGHT BD, YANGRY, etal. Rolling friction in the dynamic simulation of sandpile formation[J]. Physica A, 1999,269:536-553.
  • 4BERTRAND F, LECLAIRE L A, LEVECQUE G. DEM-based models for the mixing of granular materials[J]. Chemical Engineering Science, 2005, 60: 2517-2531.
  • 5CLEARY P W, MORRISSON R, MORRELL S. Comparison of DEM and experiment for a scale model SAG mill[J]. International Journal of Mineral Processing, 2003,68 : 129-165.
  • 6ZHU H P, YU A B. Steady-state granular flow in a three-dimensional cylindrical hopper with flat bottom: microscopic analysis [J]. Journal of Physics D : Applied Physics, 2004,37 : 1497-1508.
  • 7WATANO S, SAITO S, SUZUKI T. Numerical simulation of electrostatic charge in powder pneumatic conveying process[J]. Powder Technology, 2003, 135-136 : 112-117.
  • 8XU B H, YU A B. Numerical simulation of the gasparticle flow in a fluidized bed by combining discrete particle method with computational fluid dynamics [J]. Chemical Engineering Science, 1997,52: 2785- 2809.
  • 9CUNDALL P A, STRACK O D L. A discrete nu- merical model for granular assemblies[J]. Geotechnique, 1979,29:47-65.
  • 10IWASHITA K, ODA M. Rolling resistance at contacts in simulation of shear band development by DEM [J]. Journal of Engineering Mechanics, ASCE, 1998,124 : 285-292.

同被引文献84

引证文献14

二级引证文献86

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