›› 2018, Vol. 39 ›› Issue (7): 2671-2680.doi: 10.16285/j.rsm.2017.0596

• Numerical Analysis • Previous Articles     Next Articles

Dynamic artificial boundary setting methods for particle discrete element method

ZHOU Xing-tao1, 2, SHENG Qian1, 2, CUI Zhen1, LEN Xian-lun1, FU Xiao-dong1, MA Ya-li-na1, 2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2017-04-01 Online:2018-07-10 Published:2018-08-05
  • Supported by:

    This work was supported by the National Program on Key Basic Research Project of China (973 Program) (2015CB057905), the National Key Research and Development Program of China (2016YFC0401803) and the National Natural Science Foundation of China (51409263, 11472292).

Abstract: When dynamic time-history calculations are carried out by using the particle discrete element method (DEM), the absorption boundary condition must be applied to avoid the reflection of outward propagating waves back into the model at artificial boundaries. By considering the various radius of particle elements on the artificial boundaries and their uneven boundary surfaces, the equivalent equations for DEM is obtained based on the boundary conditions of the viscous and viscoelastic continuum and free field. Calibration factors are introduced into the equivalent equation of viscous boundary condition for DEM, and a ratio-iterative method is proposed to determine the values for optimum waves absorption quickly. Numerical models for the viscous, viscoelastic and free-field boundaries are established using the 2D particle flow code (PFC2D). We also analyze the effects of particle distribution patterns on the radius and velocity of particles on the viscous boundary and the process of the ratio-iterative method. The validity of the setting method for viscoelastic boundary condition is verified with examples of the external source problem and the Lamb problem. The free-field boundary for DEM is applied to a tunnel example for the validation.

Key words: particle discrete element method, dynamic artificial boundaries, viscous boundary, viscous-spring boundary, free-field boundary

CLC Number: 

  • O 242

[1] YIN Xun-qiang, JIN Yu-hao, WANG Gui-xuan,. Seismic response analysis of nuclear island buildings considering soil-structure interaction and nonlinear soil foundation [J]. , 2017, 38(4): 1114-1120.
[2] QIN Chuan, ZHANG Chu-han. tudy of dynamic behavior of concrete under splitting tensile tests based on mesomechanics [J]. , 2010, 31(12): 3771-3777.
[3] ZOU De-gao , XU Bin , KONG Xian-jing . Study of influence of boundary condition on rockfill dam seismic response [J]. , 2008, 29(S1): 101-106.
[4] HU Zai-qiang, WANG Jun-xing, LIU Lan-lan, JIAO Li-jie. Finite element analysis of seismic behavior of composite foundation with bedding cushion [J]. , 2008, 29(S1): 587-592.
[5] ZHANG Xiu-li , JIAO Yu-yong , LIU Quan-sheng , LIU Bao-li . Numerical study on effect of joints on blasting wave propagation in rock mass [J]. , 2008, 29(3): 717-721.
[6] CHEN Jian-yun , LI Jing , LI Jian-bo . Study on application of two approximate base models to the soil-structural dynamic interaction analysis [J]. , 2006, 27(3): 373-377.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!