Influence of particle size on vertical plate penetration into dense cohesionless granular materials (large-scale DEM simulation using real particle size)

被引:26
|
作者
Miyai, Shinichiro [1 ,2 ,3 ]
Kobayakawa, Murino [3 ]
Tsuji, Takuya [1 ,3 ]
Tanaka, Toshitsugu [1 ,3 ]
机构
[1] Osaka Univ, Dept Mech Engn, Suita, Osaka, Japan
[2] Komatsu Ltd, Dev Div, Hiratsuka, Kanagawa, Japan
[3] Osaka Univ, Komatsu MIRAI Construct Equipment Cooperat Res Ct, Suita, Osaka, Japan
关键词
Penetration; Resistance force; Shear band; Cohesionless granular materials; Discrete element method (DEM); NUMERICAL-SIMULATION; ROLLING RESISTANCE; SHEAR BANDS; DISCRETE; TESTS; MODEL; FIELDS;
D O I
10.1007/s10035-019-0961-z
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The influence of the particle size on the vertical plate penetration into dense cohesionless granular materials was numerically investigated. Simulations were performed in quasi-two-dimensional conditions by changing the mean particle diameters d(50) but maintaining the plate thickness B from B/d(50) = 63-2.6. The initial bulk packing fraction was kept high, irrespective of the particle size. In the smallest particle size case (B/d(50) = 63), the size ratio reached almost the same level as that in the laboratory experiments using natural sand particles. The results demonstrated that the mean penetration resistance force acting on the plate tip surface increases with a decrease of B/d(50), while the tangential force acting on the side surfaces does not change with B/d(50). Tip resistances increase linearly with the penetration depth, while the tangential resistances increase with the square of the depth regardless of B/d(50). The behavior of the resistance fluctuations changes qualitatively between B/d(50) = 31 and 21. For all cases, we confirmed the formation of a wedge-shaped flow with a high forward velocity in front of the plate tip. The wedge flow width was larger than the plate thickness by almost a mean particle diameter, and was responsible for the increase in the mean resistance depending on the particle size. For the large B/d(50) cases only, the resistance exhibited quasi-periodic fluctuations, which was attributable to the intermittent nucleation and disappearance of the shear bands. Moreover, we investigated the dependence of B/d(50) on the band evolutions by analyzing the band thickness.
引用
收藏
页数:21
相关论文
共 50 条
  • [21] Interaction between dry granular materials and an inclined plate (comparison between large-scale DEM simulation and three-dimensional wedge model)
    Kobayakawa, Murino
    Miyai, Shinichiro
    Tsuji, Takuya
    Tanaka, Toshitsugu
    JOURNAL OF TERRAMECHANICS, 2020, 90 : 3 - 10
  • [22] Influence of model particle size and spatial resolution in coarse-graining DEM-CFD simulation
    Jiang, Zhaohua
    Tsuji, Takuya
    Washino, Kimiaki
    Tanaka, Toshitsugu
    ADVANCED POWDER TECHNOLOGY, 2021, 32 (10) : 3525 - 3539
  • [23] Numerical Analysis of Influence of Particle Concentration and Size on Characteristics of Vertical Pipe Transportation by MPS-DEM Method
    Pan, Xuanjing
    Zhao, Weiwen
    Wan, Decheng
    Ship Building of China, 2022, 63 (03): : 226 - 237
  • [24] 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)
  • [25] INFLUENCE OF SHAPE AND PARTICLE SIZE DISTRIBUTION ON DISCRETE ELEMENT SIMULATION FLOW CHARACTERISTICS OF GRANULAR COMPOUND FERTILIZERS
    Xiao, Wenli
    Chen, Hui
    Wan, Xingyu
    Li, Mengliang
    Liao, Qingxi
    APPLIED ENGINEERING IN AGRICULTURE, 2021, 37 (06) : 1169 - 1179
  • [26] DEM simulation of the size effect on the wetting deformation of rockfill materials based on single-particle crushing tests
    Shao Xiao-quan
    Chi Shi-chun
    Tao Yong
    Zhou Xiong-xiong
    COMPUTERS AND GEOTECHNICS, 2020, 123
  • [27] Effect of particle size and shear speed on frictional instability in sheared granular materials during large shear displacement
    Jiang, Yao
    Wang, Gonghui
    Kamai, Toshitaka
    McSaveney, Mauri J.
    ENGINEERING GEOLOGY, 2016, 210 : 93 - 102
  • [28] Multi-Scale Study of Specimen Size Effect on Shear Strength of Polydisperse Granular Materials Using DEM
    Cantor, David
    Ovalle, Carlos
    GEO-CONGRESS 2024: GEOTECHNICAL DATA ANALYSIS AND COMPUTATION, 2024, 352 : 20 - 30
  • [29] Remote Visualization for Large-scale Simulation using Particle-based Volume Rendering
    Kawamura, Takuma
    Idomura, Yasuhiro
    Miyamura, Hiroko
    Takemiya, Hiroshi
    2012 SC COMPANION: HIGH PERFORMANCE COMPUTING, NETWORKING, STORAGE AND ANALYSIS (SCC), 2012, : 1479 - 1480
  • [30] Remote Visualization for Large-scale Simulation using Particle-based Volume Rendering
    Kawamura, Takuma
    Idomura, Yasuhiro
    Miyamura, Hiroko
    Takemiya, Hiroshi
    2012 SC COMPANION: HIGH PERFORMANCE COMPUTING, NETWORKING, STORAGE AND ANALYSIS (SCC), 2012, : 1481 - 1481