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DEM speedup: Stiffness effects on behavior of bulk material 被引量:12

DEM speedup: Stiffness effects on behavior of bulk material
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摘要 A number of techniques exist for minimizing the computational cost of discrete element simulations (DEMs). One such method is a reduction of particle stiffness, which allows for bigger time steps and therefore fewer iterations in a simulation. However, the limits and drawbacks of this approach are still unclear, and may lead to invalid results. This paper investigates the effect of a stiffness reduction on bulk behavior by examining three case studies. Two cases demonstrate that particle stiffness can be reduced without affecting the bulk material behavior, whereas the third test shows that a stiffness reduction influences the bulk behavior. A number of techniques exist for minimizing the computational cost of discrete element simulations (DEMs). One such method is a reduction of particle stiffness, which allows for bigger time steps and therefore fewer iterations in a simulation. However, the limits and drawbacks of this approach are still unclear, and may lead to invalid results. This paper investigates the effect of a stiffness reduction on bulk behavior by examining three case studies. Two cases demonstrate that particle stiffness can be reduced without affecting the bulk material behavior, whereas the third test shows that a stiffness reduction influences the bulk behavior.
出处 《Particuology》 SCIE EI CAS CSCD 2014年第1期107-112,共6页 颗粒学报(英文版)
基金 supported by grab manufacturer NEMAG,the Netherlands
关键词 Discrete element methodSpeedupStiffness reductionLimitOverlap Discrete element methodSpeedupStiffness reductionLimitOverlap
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  • 1Williams, J. R., & Pentland, A. (1992). Super-quadrics and modal dynamics for discrete elements in interactive design. International Journal of Computer-Aided Engineering--Engineering Computations, 9, 115-127.
  • 2Barker, G. C. (1994). Computer simulations of granular materials. In A. Mehta (Ed.), Granular matter: An interdisciplinary approach (pp. 35-83). NY: Springer-Verlag.
  • 3Campbell, C. S. (1990). Rapid granular flows. Annual Review of Fluid Mechanics, 22. 57-90.
  • 4Campbell, C. S., Cleary, P. W., & Hopkins, M. (1995). Large scale landslide simulations: Global deformation, velocities and basal friction.Journal of Geophysical Research, 100, 8267-8283.
  • 5Cleary, P. W. (1998a). Discrete element modelling of industrial granular flow applications. TASK Quarterly: Scientific Bulletin, 2, 385-416.
  • 6Cleary, P. W. (1998b). Predicting charge motion, power draw, segregation, wear and particle breakage in ball mills using discrete element methods. Minerals Engineering, 11, 1061-1080.
  • 7Cleary, P. W. (1998c). The filling of dragline buckets. Mathematical Engineering in Industry, 7, 1-24.
  • 8Cleary, P. W. (2000). DEM simulation of industrial particle flows: Case studies of dragline excavators, mixing in tumblers and centrifugal mills. Powder Technology, 109, 83-104.
  • 9Cleary P. W. (2001a). Charge behaviour and power consumption in ball mills: Sensitivity to mill operating conditions, liner geometry and charge composition. International Journal of Minerals Processing, 63, 79-114.
  • 10Cleary, P. W. (2001b). Recent advances in DEM modelling of tumbling mills. Minerals Engneering, 14, 1295-1319.

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