From solid to disconnected state and back: Continuum modelling of granular flows using material point method

被引:14
作者
Seyedan, Seyedmohammadjavad [1 ]
Solowski, Wojciech T. [1 ]
机构
[1] Aalto Univ, Dept Civil Engn, Espoo 02150, Finland
关键词
Granular flow; Continuum mechanics; Material point method; IMPACT;
D O I
10.1016/j.compstruc.2021.106545
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper introduces Granular algorithm enhancing Material Point Method (MPM) that allows for simulation of granular flows in the quasi-static state, the moderate flow state and the disconnected flow state. The paper first shows the shortcomings of MPM algorithms in modelling the different states of granular flows. Next, it proposes Granular MPM, an enhancement that explicitly introduces the different states of granular flow into MPM and defines the rules for the transition between those states. Subsequently, the paper gives the algorithm and implementation for Granular MPM. The provided algorithm can enhance the common versions of MPM, including original MPM, Generalised Interpolation Material Point and Convected Particle Domain Interpolation. Finally, the paper evaluates Granular MPM and compares it with other available formulation based on: (i) an examination of the behaviour of granular points on a slope, (ii) a simulation of a granular flow over two disconnected inclined surfaces, (iii) a simulation of a silo filling and (iv) a simulation of Toyoura sand flow experiment. The results of Granular MPM simulations are significantly more realistic when compared to the results obtained by other available MPM formulations. The results also indicate that Granular MPM allows for more accurate replication of steady state flows and reduces the grid dependency of MPM when modelling the disconnected flow state, as the initial contact is independent from the grid size. (C) 2021 The Author(s). Published by Elsevier Ltd.
引用
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页数:20
相关论文
共 26 条
[1]   EXPERIMENTS ON A GRAVITY-FREE DISPERSION OF LARGE SOLID SPHERES IN A NEWTONIAN FLUID UNDER SHEAR [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1954, 225 (1160) :49-63
[2]  
Bardenhagen SG, 2004, CMES-COMP MODEL ENG, V5, P477
[3]  
Benz T., 2007, Small-strain stiffness of soils and its numerical consequences [PhD]
[4]   Granular material flows - An overview [J].
Campbell, CS .
POWDER TECHNOLOGY, 2006, 162 (03) :208-229
[5]   Rheophysics of dense granular materials: Discrete simulation of plane shear flows [J].
da Cruz, F ;
Emam, S ;
Prochnow, M ;
Roux, JN ;
Chevoir, F .
PHYSICAL REVIEW E, 2005, 72 (02)
[6]   Continuum modeling of projectile impact and penetration in dry granular media [J].
Dunatunga, Sachith ;
Kamrin, Ken .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2017, 100 :45-60
[7]   Continuum modelling and simulation of granular flows through their many phases [J].
Dunatunga, Sachith ;
Kamrin, Ken .
JOURNAL OF FLUID MECHANICS, 2015, 779 :483-513
[8]  
Guilkey J., 2009, Uintah user guide
[9]   OBSERVATIONS OF RAPIDLY FLOWING GRANULAR-FLUID MATERIALS [J].
HANES, DM ;
INMAN, DL .
JOURNAL OF FLUID MECHANICS, 1985, 150 (JAN) :357-380
[10]   Nonlinear elasto-plastic model for dense granular flow [J].
Kamrin, Ken .
INTERNATIONAL JOURNAL OF PLASTICITY, 2010, 26 (02) :167-188