Coupling of material point method and discrete element method for granular flows impacting simulations

被引:33
|
作者
Liu, Chuanqi [1 ,2 ]
Sun, Qicheng [1 ]
Zhou, Gordon G. D. [3 ]
机构
[1] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing, Peoples R China
[2] Princeton Univ, Dept Civil & Environm Engn, Princeton, NJ 08544 USA
[3] Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
discrete element method; granular flows; impacting estimation; material point method; IN-CELL METHOD; CONTACT ALGORITHM; SOLID MECHANICS; FLUID-FLOW; DEFORMATION; PARTICLES; SPH; MPM;
D O I
10.1002/nme.5800
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Granular debris flows are composed of coarse solid particles, which may be from disaggregated landslides or well-weathered rocks on a hill surface. The estimation of agitation and the flow process of granular debris flows are of great importance in the prevention of disasters. In this work, we conduct physical experiments of sandpile collapse, impacting 3 packed wooden blocks. The flow profile, run-out distance, and rotation of blocks are measured. To simulate the process, we adopt a material point method (MPM) to model granular flows and a deformable discrete element method (DEM) to model blocks. Each block is treated as comprising 9 material points to couple the MPM and DEM, and the acceleration of grid nodes arising from the contacts between granular material and blocks is projected to the discrete element nodes working as body forces. The contacts between blocks are detected using the shrunken point method. The simulation results agree well with the experimental results. Thus, the coupling method of MPM and DEM developed in this work would be helpful in the damage analysis of buildings under impact from the debris flows.
引用
收藏
页码:172 / 188
页数:17
相关论文
共 50 条
  • [1] Discrete Element Method Simulations for Complex Granular Flows
    Guo, Yu
    Curtis, Jennifer Sinclair
    [J]. ANNUAL REVIEW OF FLUID MECHANICS, VOL 47, 2015, 47 : 21 - 46
  • [2] A partitioned material point method and discrete element method coupling scheme
    Veronika Singer
    Klaus B. Sautter
    Antonia Larese
    Roland Wüchner
    Kai-Uwe Bletzinger
    [J]. Advanced Modeling and Simulation in Engineering Sciences, 9
  • [3] A partitioned material point method and discrete element method coupling scheme
    Singer, Veronika
    Sautter, Klaus B.
    Larese, Antonia
    Wuechner, Roland
    Bletzinger, Kai-Uwe
    [J]. ADVANCED MODELING AND SIMULATION IN ENGINEERING SCIENCES, 2022, 9 (01)
  • [4] An implicit material point method applied to granular flows
    Iaconeta, Ilaria
    Larese, Antonia
    Rossi, Riccardo
    Onate, Eugenio
    [J]. PROCEEDINGS OF THE 1ST INTERNATIONAL CONFERENCE ON THE MATERIAL POINT METHOD (MPM 2017), 2017, 175 : 226 - 232
  • [5] Discrete element simulations of granular pile formation Method for calibrating discrete element models
    Grima, Andrew Phillip
    Wypych, Peter Wilhelm
    [J]. ENGINEERING COMPUTATIONS, 2011, 28 (3-4) : 314 - 339
  • [6] Multi-scale modelling of granular pile collapse by using material point method and discrete element method
    Liu, Chuanqi
    Sun, Qicheng
    Yang, Yi
    [J]. PROCEEDINGS OF THE 1ST INTERNATIONAL CONFERENCE ON THE MATERIAL POINT METHOD (MPM 2017), 2017, 175 : 29 - 35
  • [7] A coupled lattice Boltzmann method and discrete element method for discrete particle simulations of particulate flows
    Rettinger, C.
    Ruede, U.
    [J]. COMPUTERS & FLUIDS, 2018, 172 : 706 - 719
  • [8] Monolithic coupling of the implicit material point method with the finite element method
    Aulisa, Eugenio
    Capodaglio, Giacomo
    [J]. COMPUTERS & STRUCTURES, 2019, 219 : 1 - 15
  • [9] Determination of contact parameters for discrete element method simulations of granular systems
    Malone, Kevin Francis
    Xu, Bao Hua
    [J]. PARTICUOLOGY, 2008, 6 (06) : 521 - 528
  • [10] Determination of contact parameters for discrete element method simulations of granular systems
    Kevin Francis Malone
    [J]. Particuology, 2008, (06) : 521 - 528