A method for representing boundaries in discrete element modelling - part I: Geometry and contact detection

Citation
M. Kremmer et Jf. Favier, A method for representing boundaries in discrete element modelling - part I: Geometry and contact detection, INT J NUM M, 51(12), 2001, pp. 1407-1421
Citations number
31
Categorie Soggetti
Engineering Mathematics
Journal title
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING
ISSN journal
00295981 → ACNP
Volume
51
Issue
12
Year of publication
2001
Pages
1407 - 1421
Database
ISI
SICI code
0029-5981(20010830)51:12<1407:AMFRBI>2.0.ZU;2-C
Abstract
The discrete element method for analysis of the dynamic behaviour of discon tinuous media is well established. However, its application to engineering problems is still limited to simplified representations of structural bound aries and their kinematics. In this paper a method is developed for represe nting three-dimensional boundaries of arbitrary geometry and for modelling the interaction between boundary objects and particles within the discrete element modelling framework. The approach, which we term the finite wall me thod, uses planar triangular elements to approximate the boundary surface t opology. Any number of wall elements can be used to model the shape of the structure. A contact detection scheme is presented for boundary surfaces an d spheres based on a series of vector projections to reduce the problem dim ensionally. The algorithm employs spatial sporting to obtain the set of pot ential contacts between spheres and wall elements prior to contact resoluti on. In a further stage, all possible contact conditions including contact w ith surfaces, edges and corners are explicitly determined. Part I of this t wo-part series of papers describes the finite wall method for representatio n of surface geometry and fully elaborates the method for detecting and res olving contact between boundary wall elements and spheres. In Part II the f inite wall method is extended to apply kinematics to linearly independent b oundary objects using combinations of translational and rotational motion. An approach is developed for coupling the DEM with the FEM for the purpose of optimising the design of structures which are dynamically interacting wi th particulate media. Copyright (C) 2001 John Wiley & Sons, Ltd.