A generalised multi-scale Peridynamics-DEM framework and its application to rigid-soft particle mixtures

被引:15
作者
Hartmann, Philipp [1 ]
Thoeni, Klaus [1 ]
Rojek, Jerzy [2 ]
机构
[1] Univ Newcastle, Ctr Geotech Sci & Engn, Univ Dr, Callaghan, NSW 2308, Australia
[2] Polish Acad Sci, Inst Fundamental Technol Res, Pawinskiego 5B, PL-02106 Warsaw, Poland
关键词
Peridynamics (PD); Discrete element method (DEM); Contact coupling; Multi-scale modelling; Deformable particles; ELEMENT; MODEL; CALIBRATION; COMPACTION; FRACTURE;
D O I
10.1007/s00466-022-02227-1
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
The discrete element method (DEM) is the most dominant method for the numerical prediction of dynamic behaviour at grain or particle scale. Nevertheless, due to its discontinuous nature, the DEM is inherently unable to describe microscopic features of individual bodies which can be considered as continuous bodies. To incorporate microscopic features, efficient numerical coupling of the DEM with a continuous method is generally necessary. Thus, a generalised multi-scale PD-DEM framework is developed in this work. In the developed framework, meshfree discretised Peridynamics (PD) is used to describe intra-particle forces within bodies to capture microscopic features. The inter-particle forces of rigid bodies are defined by the DEM whereas a hybrid approach is applied at the PD-DEM interface. In addition, a staggered multi-scale time integration scheme is formulated to allow for an efficient numerical treatment of both methods. Validation examples are presented and the applicability of the developed framework to capture the characteristics mixtures with rigid and deformable bodies is shown.
引用
收藏
页码:107 / 126
页数:20
相关论文
共 46 条
[1]   Discrete modeling of sand-tire mixture considering grain-scale deformability [J].
Asadi, Mohsen ;
Mahboubi, Ahmad ;
Thoeni, Klaus .
GRANULAR MATTER, 2018, 20 (02)
[2]  
Belytschko T., 2003, NONLINEAR FINITE ELE
[3]  
Bobaru F., 2016, HDB PERIDYNAMIC MODE, DOI [10.1201/9781315373331, DOI 10.1201/9781315373331]
[4]   Peridynamic analysis of dynamic fracture: influence of peridynamic horizon, dimensionality and specimen size [J].
Butt, Sahir N. ;
Meschke, Gunther .
COMPUTATIONAL MECHANICS, 2021, 67 (06) :1719-1745
[5]   Dynamic spar elements and discrete element methods in two dimensions for the modeling of soil-inclusion problems [J].
Chareyre, B ;
Villard, P .
JOURNAL OF ENGINEERING MECHANICS, 2005, 131 (07) :689-698
[6]   An iterative Bayesian filtering framework for fast and automated calibration of DEM models [J].
Cheng, Hongyang ;
Shuku, Takayuki ;
Thoeni, Klaus ;
Tempone, Pamela ;
Luding, Stefan ;
Magnanimo, Vanessa .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 350 :268-294
[7]  
Ciarlet P.G., 1988, MATH ELASTICITY, V1
[8]   Partial differential equations of mathematical physics [J].
Courant, R ;
Friedrichs, K ;
Lewy, H .
MATHEMATISCHE ANNALEN, 1928, 100 :32-74
[9]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[10]   ParticLS: Object-oriented software for discrete element methods and peridynamics [J].
Davis, Andrew D. ;
West, Brendan A. ;
Frisch, Nathanael J. ;
O'Connor, Devin T. ;
Parno, Matthew D. .
COMPUTATIONAL PARTICLE MECHANICS, 2022, 9 (01) :53-65