Granular contact dynamics with particle elasticity

被引:0
作者
K. Krabbenhoft
J. Huang
M. Vicente da Silva
A. V. Lyamin
机构
[1] University of Newcastle,Centre for Geotechnical Science and Engineering
[2] University of Southern Denmark,Institute of Technology and Innovation
[3] Universidade Nova de Lisboa,Department of Civil Engineering, Faculty of Sciences and Technology
来源
Granular Matter | 2012年 / 14卷
关键词
Contact dynamics; Discrete element method; DEM; Elasticity;
D O I
暂无
中图分类号
学科分类号
摘要
A granular contact dynamics formulation for elastically deformable particles is detailed. The resulting scheme bears some similarity to traditional molecular dynamics schemes in that the consideration of a finite elastic contact stiffness implies the possibility for inter-particle penetration. However, in contrast to traditional molecular dynamics schemes, there are no algorithmic repercussions from operating with a large or, in the extreme case infinite, contact stiffness. Indeed, the algorithm used—a standard second-order cone programming solver—is independent of the particle scale model and is applicable to rigid as well as elastically deformable particles.
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页码:607 / 619
页数:12
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