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双剪类流动模型的非圆形颗粒离散元数值验证 被引量:3

Evaluation of double-shearing type kinematic models for granular flows by use of distinct element methods for non-circular particles
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摘要 双滑移自由转动模型、双剪模型和双滑移转动率(DSR2)模型这3种双剪类模型均是基于运动理论的塑性模型,其关键区别在于转动率参量的选取。采用改进后的NS2D离散元程序,对长短轴比例分别为1.4和1.7的椭圆颗粒试样进行不排水单剪试验以验证上述双剪类模型中转动率参量选取的合理性。数值试验结果表明:①双滑移自由转动模型中的限定条件因未考虑能量消散过程中颗粒转动的影响而过于严格;②双剪模型中转动率参量为主应力方向变化率的假定与数值试验结果差距显著;③DSR2模型中采用平均纯转动率(APR)可很好地预测转动率参量的变化,且该模型可用于砂土非共轴微观机制的研究;④参量APR能考虑剪切过程中颗粒转动对能量耗散的影响,可将离散介质力学和连续介质力学有机结合起来,是运动模型中合理且重要的参量。 The double-sliding free-rotating model, double-shearing model and double-slip and rotation rate model (DSR^2 model) are three types of double-shearing kinematic models, which formulate the plastic flows of granular materials. These modelsincorporate different physical interpretations of angular velocity. A developed distinct element method program NS2D is used to generate assemblages which are composed of elliptical particles with aspect ratios of 1.4 and 1.7, respectively. Theassemblages are then subjected to undrained simple shear tests to validate the above-mentioned models. The results show that: (1) the postulation in the double-sliding free-rotating model seems to be unduly restrictive for not considering the effect ofparticle rotation on energy dissipation; (2) a quantitative and qualitative difference between the observed rotation rate of the major principal stress axes and the theoretic angular velocity does not support the double-shearing model; (3) the DSR^2 modelpresents a successful prediction of the angular velocity by means of the averaged micro-pure rotation rate (APR), and it can be used to study the non-coaxiality of granular materials; and (4) the APR is a rational and important variable which considers theeffect of particle rotation in the energy dissipation process, and bridges discrete and continuum granular mechanics.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2013年第4期619-626,共8页 Chinese Journal of Geotechnical Engineering
基金 国家杰出青年基金项目(51025932) 国家自然科学基金项目(10972158 51179128) 上海优秀学术带头人计划项目(11XD1405200)
关键词 砂土流动 双滑移自由转动模型 双剪模型 双滑移转动率模型 离散单元法 椭圆颗粒 granular flow double-sliding free-rotating model double-shearing model double-slip and rotation rate model distinct element method elliptical particle
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参考文献18

  • 1MANDEL J. Sur les lignes de glissement et le calcul des deplacements dans la deformation plastique[C]//C.r.hebd. Seanc Acad Sci, Paris, 1947, 223: 1272- 1273.
  • 2DE Josselin de Jong. The undefiniteness in kinematics for friction materials[C]//Proc Conf Earth Pressure Problem, Brussels, 1958(1): 55 - 70.
  • 3DE Josselin de Jong. The double sliding, free rotating model for granular assemblies[J]. G6otechnique, 1971, 21(3): 155 - 162.
  • 4MEHRABADI M M, COWIN S C. On the double-sliding free-rotating model for the deformation of granular materials [J]. Journal of the Mechanics and Physics of Solids, 1981, 29(4): 269 - 282.
  • 5SPENCER A J M. A theory of the kinematics of ideal soils under planer strain conditions[J]. Journal of the Mechanics and Physics of Solids, 1964, 12:337 - 351.
  • 6HARRIS D. A unified formulation for plasticity models of granular and other materials[C]//Proc R Soc Lond, 1995, A450:37 - 49.
  • 7Nemat-Nasser S. A micromechanically-based constitutive model for frictional deformation of granular materials[J]Journal of Mechanics and Physics of Solids, 2000, 48:1541 - 1563.
  • 8JIANG M J, HARRIS D, YU H S. Kinematic models for non-coaxial granular materials: Part I: theories[J]. Int Journal for Numerical and Analytical Methods in Geomechanics, 2005, 29(7): 643 - 661.
  • 9JIANG M J, HARRIS D, YU H S. Kinematic models for non-coaxial granular materials: Part II: evaluation[J]. Int Journal for Numerical and Analytical Methods in Geomechanics, 2005, 29(7): 663 - 689.
  • 10JIANG M J, HARRIS D, YU H S. A novel approach to examining double-shearing type models for granular materials [J]. Granular Matter, 2005, 7(2/3): 157 - 168.

二级参考文献57

  • 1李立青,蒋明镜,吴晓峰.椭圆形颗粒堆积体模拟颗粒材料力学性能的离散元数值方法[J].岩土力学,2011,32(S1):713-718. 被引量:13
  • 2钱建固,黄茂松,杨峻.真三维应力状态下土体应变局部化的非共轴理论[J].岩土工程学报,2006,28(4):510-515. 被引量:19
  • 3朱百里,沈珠江.计算土力学[M].上海:上海科学技术出版社,1985:289-294.
  • 4Mroz Z, Norris V A, Zienkiewicz O C . Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils[J] . Geotechnique, 1979, 29(1) : 1-34.
  • 5Manzari M T, Dafalias Y F. A critical state two-surface plasticity model for sands[J] . Geotechnique, 1997, 47 (2) : 255-272.
  • 6Kolymbas D. An outline of hypoplasticity [ J ] . Archive applied mechanics, 1991, 61 : 143-151.
  • 7Yang Y, Muraleetharan K K . Middle surface concept and its application to elasto-plastic behavior of saturated sands[J] . Geotechnique, 2003, 53(4): 421-431 .
  • 8Yang Y, Yu H S. A non-coaxial critical state soil model and its application to simple shear simulation [ J ] . International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 30:1369-1390.
  • 9Yang Y, Yu H S . Numerical simulations of simple shear with non-coaxial soil models[J] . International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 30: 1-19.
  • 10Airey D W, Wood D M. Evaluation of direct simple shear tests on clay [J ] . Geoteehnique, 1987, 37:25-35.

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