DEM-BEM coupling in time domain for one-dimensional wave propagation

被引:6
作者
Barros, Guilherme [1 ]
Pereira, Andre [3 ]
Rojek, Jerzy [2 ]
Thoeni, Klaus [1 ]
机构
[1] Univ Newcastle, Ctr Geotech Sci & Engn, Callaghan, NSW 2308, Australia
[2] Polish Acad Sci, Inst Fundamental Technol Res, Pawinskiego 5B, PL-02106 Warsaw, Poland
[3] Fluminense Fed Univ, Inst Comp, Rua Passo da Patria 156, BR-24210240 Niteroi, RJ, Brazil
基金
澳大利亚研究理事会;
关键词
Discrete Element Method (DEM); Boundary Element Method (BEM); Infinite domain coupling; Dynamic multi-scale analysis; Stability of time integration; Spurious wave reflection; DISCRETE ELEMENT METHOD; CONVOLUTION QUADRATURE; SIMULATION;
D O I
10.1016/j.enganabound.2021.10.017
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work presents a novel scheme to couple the Discrete Element Method (DEM) and the Boundary Element Method (BEM) for the multi-scale modelling in the time domain. The DEM can model discontinuous material at micro scale very well, but it cannot represent infinite domains. Hence, coupling with the BEM is proposed. A formulation employing the DEM and BEM in different subdomains of the same body is presented. There is no overlap between the sub-domains, and the system of equations is derived based on strong equilibrium and compatibility conditions at the interface. The proposed coupling scheme is based on monolithic time integration. The conducted numerical experiments of one-dimensional wave propagation show excellent agreement with the analytical solution. Some spurious wave reflections are observed at the interface, but their effect is quantified and deemed not critical for infinite domains, which are of main interest. Even though the applications for one-dimensional wave propagation are of limited practical engineering interest, this work represents a significant theoretical breakthrough. This paper establishes a reference for future coupling schemes for two-and three-dimensional multi-scale analysis.
引用
收藏
页码:26 / 37
页数:12
相关论文
共 43 条
[1]  
Achenbach JD., 2005, Wave propagation in elastic solids
[2]  
[Anonymous], 2006, Dynamics of Structures
[3]   A coupled molecular dynamics and extended finite element method for dynamic crack propagation [J].
Aubertin, Pascal ;
Rethore, Julien ;
de Borst, Rene .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2010, 81 (01) :72-88
[4]   Energy conservation of atomistic/continuum coupling [J].
Aubertin, Pascal ;
Rethore, Julien ;
de Borst, Rene .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2009, 78 (11) :1365-1386
[5]   Hybrid discrete element/finite element method for fracture analysis [J].
Azevedo, N. Monteiro ;
Lemos, J. V. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (33-36) :4579-4593
[6]   INFINITE BOUNDARY ELEMENTS [J].
BEER, G ;
WATSON, JO .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1989, 28 (06) :1233-&
[7]  
Brebbia CA., 1978, BOUNDARY ELEMENT MET
[8]   RAPID GRANULAR FLOWS [J].
CAMPBELL, CS .
ANNUAL REVIEW OF FLUID MECHANICS, 1990, 22 :57-92
[9]  
Chopra A., 2012, DYNAMICS STRUCTURES, DOI [10.1016/0045-7825(92)90174-I, DOI 10.1016/0045-7825(92)90174-I]
[10]  
Cook BK, 2002, DISCRETE ELEMENT MET, DOI [10.1061/9780784406472, DOI 10.1061/9780784406472]