4.7 Article

Nonlinear elasto-plastic model for dense granular flow

期刊

INTERNATIONAL JOURNAL OF PLASTICITY
卷 26, 期 2, 页码 167-188

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ijplas.2009.06.007

关键词

Granular material; Elastic-plastic material; Constitutive behavior

资金

  1. NDSEG
  2. NSF GRFP
  3. Division Of Mathematical Sciences
  4. Direct For Mathematical & Physical Scien [0902963] Funding Source: National Science Foundation

向作者/读者索取更多资源

This work proposes a model for granular deformation that predicts the stress and velocity profiles in well-developed dense granular flows. Recent models for granular elasticity [Jiang, Y., Liu, M., 2003. Granular elasticity without the Coulomb condition. Phys. Rev. Lett. 91, 144301] and rate-sensitive fluid-like flow [Jop, P., Forterre, Y., Pouliquen, O., 2006. A constitutive law for dense granular flows. Nature 441, 727] are reformulated and combined into one universal elasto-plastic law, capable of predicting flowing regions and stagnant zones simultaneously in any arbitrary 3D flowgeometry. The unification is performed by justifying and implementing a Kroner-Lee decomposition, with care taken to ensure certain continuum physical principles are necessarily upheld. The model is then numerically implemented in multiple geometries and results are compared to experiments and discrete simulations. (C) 2009 Elsevier Ltd. All rights reserved.

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