用户名: 密码: 验证码:
The influence of particle rolling and imperfections on the formation of shear bands in granular material
详细信息    查看全文
  • 作者:Hongxiang Tang ; Yifeng Dong ; Xihua Chu ; Xing Zhang
  • 关键词:Rolling resistance ; Imperfection ; Shear band ; Effective strain ; Rotational angle
  • 刊名:Granular Matter
  • 出版年:2016
  • 出版时间:February 2016
  • 年:2016
  • 卷:18
  • 期:1
  • 全文大小:7,505 KB
  • 参考文献:1.Cundall, P.A., Strack, O.D.L.: A discrete numerical model for granular assemblies. Geotech 29, 47–65 (1979)CrossRef
    2.Chang, C.S., Misra, A.: Packing structure and mechanical properties of granulates. J. Eng. Mech. 116, 1077–1093 (1988)CrossRef
    3.Zhang, D., White, W.J.: An efficient calculation method for particle motion in discrete element simulations. Powder Technol. 98, 223–230 (1998)CrossRef
    4.Oda, M., Iwashita, K.: Mechanics of Granular Materials. Ballkema, Rotterdam (1999)
    5.Al-Raoush, R.: Microstructure characterization of granular materials. Phys. A 377, 545–558 (2007)CrossRef
    6.Hare, C.L., Ghadiri, M.: Influence of measurement cell size on predicted attrition by the Distinct Element Method. Powder Technol. 236, 100–106 (2013)CrossRef
    7.Oda, M., Konishi, J., Nemat-Nasser, S.: Experimental micromechanical evaluation of strength of granular materials: effects of particular rolling. Mech. Mater. 1, 269–283 (1982)CrossRef
    8.Oda, M., Takemura, T., Takahashi, M.: Microstructure in shear band observed by microfocus X-ray computed tomography. Geotechnique 54, 539–542 (2004)CrossRef
    9.Bardet, J.P.: Observations on the effects of particle rotations on the failure of idealized granular materials. Mech. Mater. 18, 159–182 (1994)CrossRef
    10.Veje, C.T., Howell, D.W., Behringer, R.P.: Kinematics of a two-dimensional granular Couette experiment at the transition to shearing. Phys. Rev. E 59, 739–745 (1999)ADS CrossRef
    11.Åström, J.A., Herrmann, H.J., Timonen, J.: Granular packings and fault zones. Phys. Rev. Lett. 84, 638–641 (2000)ADS CrossRef
    12.Alonso-Marroquín, F., Vardoulakis, I., Herrmann, H.J.: Effect of rolling on dissipation in fault gouges. Phys. Rev. E 74, 031306-1–031306-10 (2006)ADS CrossRef
    13.Iwashita, K., Oda, M.: Rolling resistance at contacts in simulation of shear band development by DEM. J. Eng. Mech. 3, 285–292 (1998)CrossRef
    14.Oda, M., Kazama, H.: Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils. Geotechnique 48, 465–481 (1998)CrossRef
    15.Iwashita, K., Oda, M.: Micro-deformation mechanism of shear banding process based on modified distinct element method. Powder Technol. 109, 192–205 (2000)CrossRef
    16.Tordesillas, A., Stuart Walsh, D.C.: Incorporating rolling resistance and contact anisotropy in micromechanical models of granular media. Powder Technol. 124, 106–111 (2002)CrossRef
    17.Jiang, M.J., Yu, H.S., Harris, D.: A novel discrete model for granular material incorporating rolling resistance. Comput. Geotech. 32, 340–357 (2005)CrossRef
    18.Mohamed, A., Gutierrrez, M.: Comprehensive study of the effects of rolling resistance on the stress-strain and strain localization behavior of granular materials. Granul. Matter 12, 527–541 (2010)CrossRef MATH
    19.Feng, Y.T., Han, K., Owen, D.R.J.: Some computational issues numerical simulation of particulate systems. In: Fifth World Congress on Computational Mechanics, Vienna, Austira (2002)
    20.Li, X.K., Chu, X.H., Feng, Y.T.: A discrete particle model and numerical modeling of the failure modes of granular materials. Eng. Comput. 22, 894–920 (2005)CrossRef MATH
    21.Tejchman, J.: Effect of fluctuation of current void ratio on the shear zone formation in granular bodies within micro-polar hypoplasticity. Comput. Geotech. 33, 29–46 (2006)CrossRef
    22.Borja, R.I., Song, X.Y., Rechenmacher, A.L., Abedi, S., Wu, W.: Shear band in sand with spatially varying density. J. Mech. Phys. Solids 61, 219–234 (2013)ADS CrossRef
    23.Herrmann, H.J.: Granular matter. Phys. A 313, 188–210 (2002)CrossRef MATH
    24.Vardoulakis, I., Graf, B.: Shear band formation in fine-grained sand. In: Proceeding of Fifth International Conference Numerical Methods in Geomechanics, Nagoya, Balkema, Rotterdam (1985)
    25.Oda, M., Iwashita, K.: Study on couple stress and sear band development in granular media based on numerical simulation analyses. Int. J. Eng. Sci. 38, 1713–1740 (2000)CrossRef
    26.Chu, X.H.: The discrete particle and coupled discrete-continuum models and numerical methods for granular materials. PhD dissertation, DLUT, Dalian (2006)
  • 作者单位:Hongxiang Tang (1)
    Yifeng Dong (1)
    Xihua Chu (2)
    Xing Zhang (1)

    1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, 116023, China
    2. Department of Engineering Mechanics, Wuhan University, Wuhan, 430072, China
  • 刊物类别:Physics and Astronomy
  • 刊物主题:Physics
    Granular Media
    Industrial Chemistry and Chemical Engineering
    Engineering Fluid Dynamics
    Structural Foundations and Hydraulic Engineering
    Engineering Thermodynamics and Transport Phenomena
  • 出版者:Springer Berlin / Heidelberg
  • ISSN:1434-7636
文摘
This paper examines the development and evolution of shear bands in granular assemblies when particle rolling and imperfections are taken into account. Simulated biaxial tests in two-dimension are conducted using the discrete element method. The progressive development of rotational angles and effective strain are presented to describe the emergence and evolution of shear bands in biaxial tests. The simulated results reveal that when rolling resistance is taken into account in DEM, the development of shear bands is more distinct as the evolution of the minor shear bands is limited while the major shear bands are preferably promoted in granular materials, and that the local rotating bearings not only influence the onset of shear bands and the width of the shear bands, but also decrease the resistance and reduce the strength of the granular material. Also, it is demonstrated that the primary shear bands initiate from the imperfect areas and develop preferentially along the direction of imperfections. Therefore, the emergence and development of shear bands, which will result in a decline in strength and eventually lead to instability and destruction of the material, can be effectively simulated when rolling resistance is incorporated in DEM and the initial distribution of imperfections in the granular material is defined.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700