A finite element implementation of the nonlocal granular rheology

被引:22
作者
Henann, David L. [1 ]
Kamrin, Ken [2 ]
机构
[1] Brown Univ, Sch Engn, Providence, RI 02912 USA
[2] MIT, Dept Mech Engn, Cambridge, MA 02139 USA
基金
美国国家科学基金会;
关键词
granular materials; nonlocal rheology; finite element method; GRADIENT PLASTICITY; DENSE; DEFORMATION; MODEL; FLOW; LOCALIZATION; FORMULATION; EQUATIONS;
D O I
10.1002/nme.5213
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Inhomogeneous flows involving dense particulate media display clear size effects, in which the particle length scale has an important effect on flow fields. Hence, nonlocal constitutive relations must be used in order to predict these flows. Recently, a class of nonlocal fluidity models has been developed for emulsions and subsequently adapted to granular materials. These models have successfully provided a quantitative description of experimental flows in many different flow configurations. In this work, we present a finite element-based numerical approach for solving the nonlocal constitutive equations for granular materials, which involve an additional, non-standard nodal degree-of-freedom - the granular fluidity, which is a scalar state parameter describing the susceptibility of a granular element to flow. Our implementation is applied to three canonical inhomogeneous flow configurations: (1) linear shear with gravity, (2) annular shear flow without gravity, and (3) annular shear flow with gravity. We verify our implementation, demonstrate convergence, and show that our results are mesh independent. Copyright (C) 2016 John Wiley & Sons, Ltd.
引用
收藏
页码:273 / 302
页数:30
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