Micromechanics of granular assemblies of elastic-perfectly plastic spheres during quasi-static deformation

Lian Feng Liu*

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

6 Citations (Scopus)

Abstract

Quasi-static deformation of granular materials was examined by performing discrete element simulations on polydisperse systems of elastic-perfectly plastic spheres in a periodic cell. Results of simulations of unaxial compression and decompression tests were reported for a 3D system of elastic-perfectly plastic spheres. Based on the theoretical contact mechanics, the numerical simulations demonstrated that the axial stiffness during compression was sensitive to both the amount of plastic deformation and the interparticle friction occurring at the contacts within the assembly of particles. However, the interparticle friction did not appear to have a significant effect on the magnitude of the lateral stress developed during the uniaxial compression. Discrete element simulation also permitted a detailed examination of the evolution of internal variables associated with the micromechanical processes occurring at the particle scale. In this context, the evolution of the induced structural anisotropy, the percentage of sliding contacts, and the average coordination number were presented and discussed. It was shown that at all stages of unloading, interparticle sliding occurred, the number of interparticle contacts reduced and irrecoverable deformation of the microstructure occurred. Consequently, although the initial part of the unloading stress-strain curve might be approximately linear, this did not mean that the system response was elastic, as frequently assumed in continuum theories.

Original languageEnglish
Pages (from-to)524-530
Number of pages7
JournalYantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
Volume29
Issue number4
Publication statusPublished - Apr 2007
Externally publishedYes

Keywords

  • Compression and decompression
  • Discrete element method
  • Elastic-perfectly plastic
  • Granular material
  • Micromechanics

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