Yielding of granular materials

被引:0
|
作者
G. R. McDowell
A. Humphreys
机构
[1] School of Civil Engineering,
[2] University of Nottingham,undefined
[3] NG7 2RD,undefined
[4] UK e-mail: glenn.mcdowell@nottingham.ac.uk,undefined
[5] School of Civil Engineering,undefined
[6] University of Nottingham,undefined
[7] NG7 2RD,undefined
[8] UK e-mail: evysarh@nottingham.ac.uk,undefined
来源
Granular Matter | 2002年 / 4卷
关键词
Key words Yield, Fracture, Micro mechanics, Statistical analysis;
D O I
暂无
中图分类号
学科分类号
摘要
 This paper examines the yielding of brittle granular materials subjected to one-dimensional compression. For an aggregate of uniform grains, at low stresses there is negligible reduction in voids ratio, and at high stresses voids ratio reduces approximately logarithmically with stress as a distribution of particle sizes evolves. A suitable definition of yield would appear to be the point of maximum curvature on a plot of voids ratio against the logarithm of stress, corresponding to the onset of grain fracture. It is proposed that the yield stress is approximately proportional to the average or Weibull 37% tensile strength of the particles in the aggregate. One-dimensional compression tests were performed on aggregates of brittle breakfast cereals, (cornflakes, rice krispies) and pasta and compared with the results for a typical one-dimensional compression test on dense silica sand at much higher stress levels. In addition, the tensile strengths of 30 particles for each material were determined by compression between flat platens, and found to satisfy the Weibull distribution. It is found that if voids ratio is plotted against the logarithm of stress, then yield occurs at much lower stresses for the cereals and pasta than for the dense silica sand, typically by two orders of magnitude. However, if voids ratio is plotted against the logarithm of stress normalised by the Weibull 37% tensile strength of the constituent grains, then the yielding region for each material is approximately the same. This confirms the proposed definition of yield as suitable, and that the yield stress determined in this way is approximately proportional to the tensile strength of the grains. The constant of proportionality is in the range 0.1–0.3, and this is consistent with observed heterogeneous stress distributions in discrete element simulations.
引用
收藏
页码:1 / 8
页数:7
相关论文
共 50 条
  • [1] Yielding of granular materials
    McDowell, GR
    Humphreys, A
    GRANULAR MATTER, 2002, 4 (01) : 1 - 8
  • [2] A contact model for the yielding of caked granular materials
    L. Brendel
    J. Török
    R. Kirsch
    U. Bröckel
    Granular Matter, 2011, 13 : 777 - 786
  • [3] A contact model for the yielding of caked granular materials
    Brendel, L.
    Toeroek, J.
    Kirsch, R.
    Broeckel, U.
    GRANULAR MATTER, 2011, 13 (06) : 777 - 786
  • [4] AGEING EFFECTS ON THE YIELDING CHARACTERISTICS OF CEMENT-MIXED GRANULAR MATERIALS
    Ezaoui, Alan
    Tatsuoka, Fumio
    Sano, Yusuke
    Iguchi, Yusuke
    Maeda, Yohei
    Sasaki, Yuta
    Duttine, Antoine
    SOILS AND FOUNDATIONS, 2010, 50 (05) : 705 - 724
  • [5] Unjamming and yielding of intruder-deformation-driven dense granular materials
    Hong, Guangyang
    Bai, Jian
    Li, Jian
    Zheng, Qijun
    Yu, Aibing
    Powder Technology, 2023, 428
  • [6] Unjamming and yielding of intruder-deformation-driven dense granular materials
    Hong, Guangyang
    Bai, Jian
    Li, Jian
    Zheng, Qijun
    Yu, Aibing
    POWDER TECHNOLOGY, 2023, 428
  • [7] POLYAXIAL YIELDING OF GRANULAR ROCK
    MICHELIS, P
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1985, 111 (08): : 1049 - 1066
  • [8] Anomalous energy cascades in dense granular materials yielding under simple shear deformations
    Saitoh, Kuniyasu
    Mizuno, Hideyuki
    SOFT MATTER, 2016, 12 (05) : 1360 - 1367
  • [9] The yielding of brittle unsaturated granular soils
    Buscarnera, G.
    Einav, I.
    GEOTECHNIQUE, 2012, 62 (02): : 147 - 160
  • [10] On probabilistic yielding of materials
    Jeremic, Boris
    Sett, Kallol
    COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING, 2009, 25 (03): : 291 - 300