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Particle dynamics in dense shear granular flow 被引量:8

Particle dynamics in dense shear granular flow
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摘要 The particle dynamics in an annular shear granular flow is studied using the discrete element method, and the influences of packing fraction, shear rate and friction coefficient are analyzed. We demonstrate the existence of a critical packing fraction exists in the shear granular flow. When the packing fraction is lower than this critical value, the mean tangential velocity profile exhibits a rate-independent feature. However, when the packing fraction exceeds this critical value, the tangential velocity profile becomes rate-dependent and varies gradually from linear to nonlinear with increasing shear rate. Furthermore, we find a continuous transition from the unjammed state to the jammed state in a shear granular flow as the packing fraction increases. In this transforming process, the force distribution varies distinctly and the contact force network also exhibits different features. The particle dynamics in an annular shear granular flow is studied using the discrete element method, and the influences of packing fraction, shear rate and friction coefficient are analyzed. We demonstrate the existence of a critical packing fraction exists in the shear granular flow. When the packing fraction is lower than this critical value, the mean tangential velocity profile exhibits a rate-independent feature. However, when the packing fraction exceeds this critical value, the tangential velocity profile becomes rate-dependent and varies gradually from linear to nonlinear with increasing shear rate. Furthermore, we find a continuous transition from the unjammed state to the jammed state in a shear granular flow as the packing fraction increases. In this transforming process, the force distribution varies distinctly and the contact force network also exhibits different features.
出处 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2010年第1期91-100,共10页 力学学报(英文版)
基金 supported by the Key Project of the National Natural Science Foundation of China(10532040) the Programme of Changjiang Scholars and Innovative Research Team in University (IRT 0628)
关键词 Shear granular flow - Tangential velocity profile Critical packing fraction Force distribution - Jammed state Shear granular flow - Tangential velocity profile Critical packing fraction Force distribution - Jammed state
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  • 1da Cruz, E, Emam, S., Prochnow, M., Roux, J.N., Chevoir, F.: Rheophysics of dense granular materials: discrete simulation of plane shear flows. Phys. Rev. E. 72, 021309 (2005). 被引量:1
  • 2Unger, T., Torok, J., Kertesz, J., Wolf, D.E.: Shear band formation in granular media as a variational problem. Phys. Rev. Lett. 92, 214301 (2004). 被引量:1
  • 3Corwin, E.L, Jaeger, H.M., Nagel, S.R.: Structural signature of jamming in granular media. Nature 435, 1075-1078 (2005). 被引量:1
  • 4Ketterhagen, W.R., Curtis, J.S., Wassgren, C.R.: Stress results from two-dimensional granular shear flow simulations using various collision models. Phys. Rev. E. 71, 061307 (2005). 被引量:1
  • 5Goldhirsch, I.: Rapid granular flows. Annu. Rev. Fluid. Mech. 35, 267-293 (2003). 被引量:1
  • 6Zhang, D.Z.: Evolution of enduring contacts and stress relaxation in a dense granular medium. Phys. Rev. E. 71, 041303 (2005). 被引量:1
  • 7Goldenberg, C., Goldhirsch, I.: Effects of friction and disorder on the quasistatic response of granular solids to a localized force. Phys. Rev. E. 77, 041303 (2008). 被引量:1
  • 8Howell, D.W., Behringer, R.R: Stress fluctuations in a 2D granular couette experiment: a continuous transition. Phys. Rev. Lett. 82, 5241 (1999). 被引量:1
  • 9Miller, B., O'Hern, C., Behringer, R.E: Stress fluctuations for continuously sheared granular materials. Phys. Rev. Lett. 77, 3110 (1996). 被引量:1
  • 10Veje, C.T., Howell, D.W., Behringer, R.R: Kinematics of a two- dimensional granular couette experiment at the transition to shearing. Phys. Rev. E. 59, 739-745 (1999). 被引量:1

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