DEM simulation of the compression of crushable sand: does the initial particle shape matter?

被引:0
|
作者
Seo, D. [1 ]
Harmon, J. [2 ]
Andrade, J. [2 ]
Buscarnera, G. [1 ]
机构
[1] Northwestern Univ, Dept Civil & Environm Engn, Evanston, IL 60208 USA
[2] CALTECH, Mech & Civil Engn, Pasadena, CA USA
基金
美国国家科学基金会;
关键词
discrete-element modeling; granular materials; particle crushing; crushability; sands; BREAKAGE; BEHAVIOR; SHEARING; MODEL;
D O I
10.1680/jgele.24.00047
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Advances in DEM modeling, combined with high-resolution X-ray tomography, opened the way for computer models based on virtual replicas of the particles which preserve nearly all facets of their geometry. This leads to simulation advantages, but also high computational costs. Here we tackle a question stemming from this trend: how accurate should particle models be to ensure accuracy? We address this question for the case of the compression of crushable sand. LS-DEM was used to generate three models of Ottawa sand (exact replicas, ellipsoids, and spheres) from digital images of its grains. Compression-induced crushing was simulated for all sets by tracking evolving size and shape distribution. The results confirm that exact replicas provide the closest match of the measurements. However, intermediate degrees of rendering (e.g. ellipsoids preserving volume and aspect ratio of the real grains) led to satisfactory results only marginally different from those of exact replicas. These findings provide an example of the protocols that may be followed to identify the optimal degree of particle approximation which should be regarded as mandatory to achieve a conscious, sustainable use of computational resources.
引用
收藏
页码:169 / 174
页数:6
相关论文
共 45 条
  • [41] The time and location dependent prediction of crystal caking by a modified crystal bridge growth model and DEM simulation considering particle size and shape
    Chen, Mingyang
    Yu, Changyou
    Yao, Menghui
    Liu, Xinyu
    Xu, Shijie
    Tang, Weiwei
    Dong, Weibing
    Gong, Junbo
    CHEMICAL ENGINEERING SCIENCE, 2020, 214
  • [42] Hydro-mechanical analysis of calcareous sand with a new shape-dependent fluid-particle drag model integrated into CFD-DEM coupling program
    Wang, Yin
    Zhou, Lingxin
    Yang, Qing
    POWDER TECHNOLOGY, 2019, 344 : 108 - 120
  • [43] Numerical simulation of the initial particle parking structure of cement/geopolymer paste and the dissolution of amorphous silica using real-shape particles
    Zuo, Yibing
    Qian, Zhiwei
    Garboczi, Edward J.
    Ye, Guang
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 185 : 206 - 219
  • [44] A reply to the discussion "does C-S-H particle shape matter?" F.-J. Ulm and H. Jennings of the paper "modelling elasticity of a hydrating cement paste", CCR 37 (2007)
    Sanahuja, Julien
    Dormieux, Luc
    Chanvillard, Gilles
    CEMENT AND CONCRETE RESEARCH, 2008, 38 (8-9) : 1130 - 1134
  • [45] Does C-S-H particle shape matter? A discussion of the paper 'Modelling elasticity of a hydrating cement paste', by Julien Sanahuja, Luc Dormieux and Gilles Chanvillard. CCR 37 (2007) 1427-1439
    Ulm, Franz-Josef
    Jennings, Hamlin M.
    CEMENT AND CONCRETE RESEARCH, 2008, 38 (8-9) : 1126 - 1129