Critical time step for DEM simulations of dynamic systems using a Hertzian contact model

被引:63
|
作者
Burns, Shane J. [1 ]
Piiroinen, Petri T. [2 ]
Hanley, Kevin J. [1 ]
机构
[1] Univ Edinburgh, Inst Infrastruct & Environm, Sch Engn, Edinburgh EH9 3FB, Midlothian, Scotland
[2] Natl Univ Ireland Galway, Sch Math Stat & Appl Math, Galway, Ireland
基金
英国工程与自然科学研究理事会;
关键词
damping; DEM; Hertzian contact; stability; time step; DISCRETE ELEMENT SIMULATIONS; PART II; CRITERIA;
D O I
10.1002/nme.6056
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The discrete element method (DEM) typically uses an explicit numerical integration scheme to solve the equations of motion. However, like all explicit schemes, the scheme is only conditionally stable, with the stability determined by the size of the time step. Currently, there are no comprehensive techniques for estimating appropriate DEM time steps when a nonlinear contact interaction is used. It is common practice to apply a large factor of safety to these estimates to ensure stability, which unnecessarily increases the computational cost of these simulations. This work introduces an alternative framework for selecting a stable time step for nonlinear contact laws, specifically for the Hertz-Mindlin contact law. This approach uses the fact that the discretised equations of motion take the form of a nonlinear map and can be analysed as such. Using this framework, we analyse the effects of both system damping and the initial relative velocity of collision on the critical time step for a Hertz-Mindlin contact event between spherical particles.
引用
收藏
页码:432 / 451
页数:20
相关论文
共 50 条
  • [21] A bumper model with dynamic contact stiffness for simulations of pedestrian legform impacts
    Huang, Jun
    Xia, Yong
    Nie, Bingbing
    Zhou, Qing
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART D-JOURNAL OF AUTOMOBILE ENGINEERING, 2013, 227 (06) : 905 - 913
  • [22] Boundary element simulations of dynamic wetting with a mesoscale contact line model
    Zhang, Zheming
    Gao, Peng
    PHYSICS OF FLUIDS, 2024, 36 (12)
  • [23] DEM analysis of cohesive granular shear flow using dynamic adhesion force model - Model validation for contact-dominated regime
    Tanaka, Toshitsugu
    Tanaka, Seiya
    Washino, Kimiaki
    Tsuji, Takuya
    POWDER TECHNOLOGY, 2024, 447
  • [24] CONTACT MODEL BETWEEN SUPERELEMENTS IN DYNAMIC MULTIBODY SYSTEMS
    Virlez, Geoffrey
    Bruels, Olivier
    Sonneville, Valentin
    Tromme, Emmanuel
    Duysinx, Pierre
    Geradin, Michel
    PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCES AND COMPUTERS AND INFORMATION IN ENGINEERING CONFERENCE, 2013, VOL 7A, 2014,
  • [25] Validation of Contact Model between Two Cylindrical Rods and DEM Simulations of Biaxial Tests on a Rod Packing
    Li, Zhaofeng
    Wang, Yu-Hsing
    Li, Xia
    DEFORMATION CHARACTERISTICS OF GEOMATERIALS, 2015, 6 : 671 - 678
  • [26] Implementation of a New STATCOM Model for Digital Real Time Simulations with Large Time Step
    Fusero, Michele
    Hasler, Jean-Philippe
    Kheir, Jan
    2014 49TH INTERNATIONAL UNIVERSITIES POWER ENGINEERING CONFERENCE (UPEC), 2014,
  • [27] DEM simulations of agglomerates impact breakage using Timoshenko beam bond model
    Xizhong Chen
    Li Ge Wang
    John P. Morrissey
    Jin Y. Ooi
    Granular Matter, 2022, 24
  • [28] DEM simulations of agglomerates impact breakage using Timoshenko beam bond model
    Chen, Xizhong
    Wang, Li Ge
    Morrissey, John P.
    Ooi, Jin Y.
    GRANULAR MATTER, 2022, 24 (03)
  • [29] Critical time step for discrete element method simulations of convex particles with central symmetry
    Peng, Di
    Burns, Shane J.
    Hanley, Kevin J.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2021, 122 (04) : 919 - 933
  • [30] Virtual elements on agglomerated finite elements to increase the critical time step in elastodynamic simulations
    Sukumar, N.
    Tupek, Michael R.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2022, 123 (19) : 4702 - 4725