Mesoscale simulation of granular materials under weak shock compaction-pore size distribution effects

被引:1
|
作者
Seo, Dawa [1 ]
Luscher, Darby J. [2 ]
Scovel, Christina [3 ]
Daphalapurkar, Nitin P. [1 ]
机构
[1] Los Alamos Natl Lab, Theoret Div, POB 1663, Los Alamos, NM 87545 USA
[2] Los Alamos Natl Lab, X Computat Phys Div, POB 1663, Los Alamos, NM 87545 USA
[3] Los Alamos Natl Lab, X Theoret Design Div, POB 1663, Los Alamos, NM 87545 USA
关键词
COORDINATION-NUMBER; WAVE-PROPAGATION; PACKING;
D O I
10.1063/5.0229975
中图分类号
O59 [应用物理学];
学科分类号
摘要
This research established a systematic method to generate various pore-size distributions (PSDs) and studied the effect of PSDs on the shock compaction response of granular materials using two-dimensional mesoscale simulations under identical porosity. Simulations utilized various PSDs for three particle shapes (circle, ellipse, and square). Contacting particle configurations using three PSDs, characterized by spatially uniform distributed pores to heterogeneous distributed pores, and non-contacting particle configurations under a single case of PSD were tested. The PSD of generated particle sets was characterized using coordination number, mean diameter, and bimodality coefficient as statistical metrics. Mesoscale simulations showed that regardless of the conditions of pore distributions, shock compaction of granular materials consistently demonstrates a precursor, shock compaction front, and end. However, the shock compaction velocity of contacting particles was dependent on the PSDs despite the constant initial porosity. The compaction velocity was faster in particle configurations with relatively uniform pore distributions than in heterogeneous pore distributions, which our study demonstrated can be attributed to particle rearrangement during compaction. Circular-shaped particles had high sensitivity in shock compaction response to the various PSDs. Furthermore, a contacting particle configuration tended to propagate the shock compaction wave relatively faster than particles that were in a non-contact configuration. This study established the relative importance of considering PSD as a metric over the coordination number in studies of the shock compaction response of granular materials. Further, insights are provided on the evolving shock substructure to characterize the shock compaction response of granular materials.
引用
收藏
页数:17
相关论文
共 30 条
  • [1] Evolution of pore size distribution in deforming granular materials
    Das, A.
    Kumar, A.
    GEOTECHNIQUE LETTERS, 2017, 7 (01) : 24 - 29
  • [2] Thermodynamic analysis of the shock compaction of W/Cu granular mixture based on the mesoscale simulation
    Zhang, Xianfeng
    Qiao, Liang
    Shi, Anshun
    Zhang, Jiang
    Zhang, Yanguo
    APPLIED MECHANICS AND MATERIALS I, PTS 1-3, 2013, 275-277 : 2261 - 2265
  • [3] Mesoscale simulation of reactive pressed energetic materials under shock loading
    Rai, Nirmal K.
    Udaykumar, H. S.
    JOURNAL OF APPLIED PHYSICS, 2015, 118 (24)
  • [4] Mesoscale simulations of shock compaction of a granular ceramic: effects of mesostructure and mixed-cell strength treatment
    Derrick, J. G.
    LaJeunesse, J. W.
    Davison, T. M.
    Borg, J. P.
    Collins, G. S.
    MODELLING AND SIMULATION IN MATERIALS SCIENCE AND ENGINEERING, 2018, 26 (03)
  • [5] COMPUTER SIMULATION OF RANDOM PACKINGS FOR SELF-SIMILAR PARTICLE SIZE DISTRIBUTIONS IN SOIL AND GRANULAR MATERIALS: POROSITY AND PORE SIZE DISTRIBUTION
    Angel Martin, Miguel
    Munoz, Francisco J.
    Reyes, Miguel
    Javier Taguas, F.
    FRACTALS-COMPLEX GEOMETRY PATTERNS AND SCALING IN NATURE AND SOCIETY, 2014, 22 (03)
  • [6] Estimating effects of compaction on pore size distribution of soil aggregates by mercury porosimeter
    Lipiec, J.
    Hajnos, M.
    Swieboda, R.
    GEODERMA, 2012, 179 : 20 - 27
  • [7] The acoustic properties of granular materials with pore size distribution close to log-normal
    Horoshenkov, KV
    Swift, MJ
    JOURNAL OF THE ACOUSTICAL SOCIETY OF AMERICA, 2001, 110 (05): : 2371 - 2378
  • [8] Persistent effects of subsoil compaction on pore size distribution and gas transport in a loamy soil
    Berisso, F. E.
    Schjonning, P.
    Keller, T.
    Lamande, M.
    Etana, A.
    de Jonge, L. W.
    Iversen, B. V.
    Arvidsson, J.
    Forkman, J.
    SOIL & TILLAGE RESEARCH, 2012, 122 : 42 - 51
  • [9] Distribution and evolution of pore structure in 2D granular materials under biaxial compression
    Liu, Yang
    Wang, Cheng-Lin
    Zhang, Duo
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2015, 37 (03): : 494 - 503
  • [10] A Simulation Method for Non-Uniformed Distribution of Granular Materials under Strong Loading
    Li Y.
    Fu Y.
    Bai F.
    Binggong Xuebao/Acta Armamentarii, 2023, 44 : 125 - 131