期刊文献+

滚动机制对颗粒材料剪切带形成的影响 被引量:3

The Effects of Rolling Resistance on the Formation of Shear Bands for Granular Materials
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摘要 从宏观角度引入颗粒集合体有效应变表述颗粒材料剪切带的形成,从细观上模拟颗粒材料自由滚动、限制滚动、考虑滚动机制三种情况在外荷载下的力学响应。通过分析追踪颗粒材料有效应变的变化,探讨了颗粒材料剪切带的发展和形成过程。结果表明:限制滚动下不能模拟剪切带的发展,考虑颗粒自由滚动及滚动机制能较好的模拟剪切带的发展。而强调滚动机制限制了次要剪切带,同时促进主要剪切带的发展,因而能更有效的描述剪切带的形成过程。 The macroscopic definition of effective strain was introduced to describe the emergence and development of shear bands in granular materials .Three different numerical tests (i .e .,free rolling test ,limiting rolling test and rolling resistance considered test ) using the discrete element method (DEM ) were conducted to simulate the mechanical response of granular specimens under stress .The progressive development of effective strain in the granular specimens was illustrated to analyse the origination and evolution of shear bands .The results indicate that the evolution of shear bands in granular materials can be simulated more accurately in free rolling and rolling resistance considered tests ,while be hardly simulated when particle rolling is strictly prevented .In the case of particle rolling resistance ,the shear band evolution is more distinct as the evolution of the minor shear bands is limited while the major shear bands are preferably promoted .
出处 《水利与建筑工程学报》 2014年第4期107-111,共5页 Journal of Water Resources and Architectural Engineering
基金 国家重点基础研究发展规划(973)项目(2010CB731502) 中央高校基本科研业务费专项资金项目资助
关键词 颗粒材料 滚动机制 剪切带 有效应变 particle materials rolling resistance shear bands effective strain
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参考文献14

  • 1Iwashita K, Oda M. Rolling resistance at contacts in sima- tion of shear band development by DEM[J]. Journal of Engi- neering Mechanics, 1998,124(3) :285-292.
  • 2Oda M, zama H. Microstructure of shear bands and its re- lation to : mechanisms of dilatancy and failure of dense granular soils[J]. Geotechnique, 1948(4) :465-481.
  • 3Iwashita K, Oda M. Mechanics of Granular Materials[ M ]. CRC Press, 1999.
  • 4Iwashita K, Oda M. Micro-deformation mechanism of shear banding process based on modified distinct dement method [ J]. Powder Technology, 2000,109(1) : 192-205.
  • 5Bardet J P, Pmubet J. A numerical investigation of the struc- ture of persistent shear bands in granular media[ J]. Geotech- nique, 1991,41(4) :599-613.
  • 6周健,池永,池毓蔚,徐建平.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3):271-274. 被引量:196
  • 7Zhou Jian, Chi Yong. The application of particle flow code in Geotechnieal Engineering [ J ]. Geotechnical Engineering, 2002,14(2) : 1-4.
  • 8周健,池毓蔚,池永,徐建平.砂土双轴试验的颗粒流模拟[J].岩土工程学报,2000,22(6):701-704. 被引量:169
  • 9周健,池永.砂土力学性质的细观模拟[J].岩土力学,2003,24(6):901-906. 被引量:87
  • 10Desues J, Chambon R, Mokni M, et al. Void ratio evolu- tion inside shear bands in triaxial sand specimens studied by computed tomography [ J ]. Geotechnique, 1996, 46 ( 3 ) : 529-546.

二级参考文献6

  • 1[1]Cundall P A, Strack O D L. Particle flow code in 2 Dimensions[A]. Itasca Consulting Group, Inc.,1999.
  • 2[2]Cundall P A, Strack O D L. A discrete numerical model for graunlar assemblies[J]. Geotechnique, 1979,29(1):47~65
  • 3冯国栋,土力学,1986年,18页
  • 4Dr. P. A. Cundall. Numerical experiments on localization in frictional materials[J] 1989,Ingenieur - Archiv(2):148~159
  • 5周健,池永,池毓蔚,徐建平.颗粒流方法及PFC2D程序[J].岩土力学,2000,21(3):271-274. 被引量:196
  • 6周健,池毓蔚,池永,徐建平.砂土双轴试验的颗粒流模拟[J].岩土工程学报,2000,22(6):701-704. 被引量:169

共引文献391

同被引文献35

  • 1蒋明镜,李秀梅,孙渝刚,胡海军.考虑颗粒抗转动的砂土双轴试验离散元模拟[J].岩土力学,2009,30(S2):514-517. 被引量:25
  • 2孙珊珊,苏勇,季顺迎.颗粒滚动-滑动转换机制及摩擦系数的试验研究[J].岩土力学,2009,30(S1):110-115. 被引量:16
  • 3刘一鸣,杨春和,霍永胜,刘录,徐玉龙,杜超.考虑转动阻抗的粗粒土离散元模拟[J].岩土力学,2013,34(S1):486-493. 被引量:13
  • 4李元海,靖洪文,朱合华,上野胜利.基于图像相关分析的土体剪切带识别方法[J].岩土力学,2007,28(3):522-526. 被引量:30
  • 5楚锡华.颗粒材料的离散颗粒模型与离散-连续耦合模型及数值方法[D].大连:大连理工大学,2007.
  • 6HALL S A, BORNERT M, DESRUES J, et al. Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation[J]. Géotechnique, 2010, 60(5): 315-322.
  • 7MICHALOWSKI R L, SHI L. Deformation patterns of reinforced foundation sand at failure[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2003, 129(6): 439-449.
  • 8O'Sullivan Catherine,Liang Cui.Micromechanics of granular material response during load reversals:Combined DEM and experimental study[J].Powder Technology,2009,193:289-302.
  • 9Iwashita K,Oda M.Micro-deformation mechanism of shear banding process based on modified distinct element method[J].Power Technology,2000,109(1/3):192-205.
  • 10Iwashita K,Oda M.Rolling resistance at contacts in simulation of shear band development by DEM[J].Journal of Engineering Mechanics,1998,124(3):285-292.

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