Volume 41 Issue 6
Jun.  2015
Turn off MathJax
Article Contents
CHEN Hui, ZHAO Xianqiong, LIU Yilunet al. Angle of repose and contact-force distribution in granular pile under variable g[J]. Journal of Beijing University of Aeronautics and Astronautics, 2015, 41(6): 1141-1146. doi: 10.13700/j.bh.1001-5965.2014.0468(in Chinese)
Citation: CHEN Hui, ZHAO Xianqiong, LIU Yilunet al. Angle of repose and contact-force distribution in granular pile under variable g[J]. Journal of Beijing University of Aeronautics and Astronautics, 2015, 41(6): 1141-1146. doi: 10.13700/j.bh.1001-5965.2014.0468(in Chinese)

Angle of repose and contact-force distribution in granular pile under variable g

doi: 10.13700/j.bh.1001-5965.2014.0468
  • Received Date: 28 Jul 2014
  • Publish Date: 20 Jun 2015
  • Taking the discontinuity and random character of granular system into account, a kinematic model of particles was established by three-dimensional discrete element method in order to investigate the relationship between angle of repose and gravity. Accumulation process of granular pile was simulated using the model under variable gravity. The angle of repose and probabilistic distribution of contact forces were obtained in the model. Results show that the force-chain formed from contact forces within particle pile has the characteristics of structure of irregular mesh. Contact forces within particle pile are approximately log-normal distributed and there are about 65% of contacts carrying a force lower than the mean. Moreover, there are about 70% of contacts whose friction force are fully mobilized and the ratio of tangential force to normal force among the rest of contacts is uniformly distributed. The distributions of contact force of granular piles in different gravity field have similar properties. The contact forces, which are normalized with respect to particle's gravity, of piles with variable gravity have nearly the same distribution. The angle of repose is not affected by the gravity, though granular pile has a randomness property of microscopic structure.

     

  • loading
  • [1]
    Brucks A, Arndt T, Ottino J M, et al.Behavior of flowing granular materials under variable g[J].Physical Review E, 2007, 75(3):032301.
    [2]
    Hofmeister P G, Blum J, Heiβelmann D.The flow of granular matter under reduced gravity conditions[J].American Institute of Physics Conference Proceedings, 2009, 1145:71-74.
    [3]
    Kleinhans M G, Markies H, Postema F N.Static and dynamic angles of repose in loose granular materials under reduced gravity[J].Journal of Geophysical Research, 2011, 116:E11004.
    [4]
    Nakashima H, Shioji Y, Kobayashi T, et al.Determining the angle of repose of sand under low-gravity conditions using discrete element method[J].Journal of Terramechanics, 2011, 48(1):17-26.
    [5]
    Atwood-Stone C, McEwen A.Avalanche slope angles in low-gravity environments from active Martian sand dunes[J].Geophysical Research Letters, 2013, 40(12):2929-2934.
    [6]
    Horganical H H N, Bell J F.Seasonally active slipface avalanches in the north polar sand sea of Mars:Evidence for a wind related origin[J].Geophysical Research Letters, 2012, 39(9):L09201.
    [7]
    Sullivan R, Anderson R, Biesiadecki J, et al.Cohesions, friction angles, and other physical properties of Martian regolith from Mars exploration rover wheel trenches and wheel scuffs[J].Journal of Geophysical Research, 2011, 116:E02006.
    [8]
    Wong J Y.Predicting the performance of rigid rover wheels on extraterrestrial surfaces based on test results obtained on earth[J].Journal of Terramechanics, 2012, 49(1):49-61.
    [9]
    崔燚, 李雯, 王浚, 等.梯形齿车轮月面牵引性能的离散分析[J].北京航空航天大学学报, 2010, 36(3):253-256. Cui Y, Li W, Wang J, et al.Numerical analysis on traction performance of trapezia lugged wheel by distinct element method[J].Journal of Beijing University of Aeronautics and Astronautics, 2010, 36(3):253-256(in Chinese).
    [10]
    Guo Z G, Chen X L, Liu H F, et al.Theoretical and experimental investigation on angle of repose of biomass-coal blends[J].Fuel, 2014, 116:131-139.
    [11]
    Matuttis H G, Luding S, Herrmann H J.Discrete element simulation of dense packing and heaps made of spherical and non-spherical particles[J].Powder Technology, 2000, 109(1):278-292.
    [12]
    Radjai F, Jean M, Moreau J J, et al.Force distributions in dense two-dimensional granular systems[J].Physical Review Letters, 1996, 77(2):274-277.
    [13]
    Zhang L, Wang Y J, Zhang J.Force-chain distributions in granular system[J].Physical Review E, 2014, 89(1):012203.
    [14]
    Thornton C, Antony S J.Quasi-static shear deformation of a soft particle system[J].Powder Technology, 2000, 109(1-3):179-191.
    [15]
    Chung Y C, Liao H H, Hsiau S S.Convection behavior of non-spherical particles in a vibrating bed:Discrete element modeling and experimental validation[J].Powder Technology, 2013, 237:53-66.
    [16]
    高峰, 李雯, 孙刚, 等.模拟月壤可行驶性的离散元数值分析[J].北京航空航天大学学报, 2009, 35(4):501-504. Gao F, Li W, Sun G, et al.Numerical analysis on travelability of lunar soil simulant by means of distinct element method[J].Journal of Beijing University of Aeronautics and Astronautics, 2009, 35(4):501-504(in Chinese).
    [17]
    Alberto D R, Francesco P D M.Comparison of contact-force models for the simulation of collisions in DEM-based granular flow codes[J].Chemical Engineering Science, 2004, 59(13):525-541.
    [18]
    Alizadeh E, Bertrand F, Chaouki J.Comparision of DEM results and Lagrangian experimental data for the flow and mixing of granules in a rotating drum[J].AIChE Journal, 2014, 60(1):60-75.
    [19]
    Blum J.Astrophysical microgravity experiments with dust particles[J].Microgravity Science Technology, 2010, 22(4):517-527.
    [20]
    Walton O R, Pamela C, Gill K S.Effects of gravity on cohesive of fine powders:Implications for processing Lunar regolith[J].Granular Matter, 2007, 9(5):353-363.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views(1114) PDF downloads(577) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return