Skip to main content
Erschienen in: Geotechnical and Geological Engineering 4/2014

01.08.2014 | Original paper

Determination of Yield Surfaces for Isotropic Non-Cohesive Particulate Materials by the Discrete Element Method

verfasst von: J. A. Fleischmann, M. E. Plesha, W. J. Drugan

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 4/2014

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

We perform numerical simulations using the discrete element method (DEM) to determine yield surfaces for large samples of randomly packed uniform spheres with constant normal and tangential contact stiffnesses (linear spring model) and uniform inter-particle friction coefficient μ, for a large range of values of the inter-particle friction coefficient μ. The beauty of DEM is that the micromechanical properties of the spheres, especially the inter-particle friction coefficient μ, are known exactly. Further, simulations can be performed with particle rotation either prohibited or unrestrained, which provides an effective means for evaluating analytical models that employ these assumptions. We compare the resulting yield surfaces to the Mohr–Coulomb, Matsuoka–Nakai, Lade–Duncan, and Drucker–Prager yield surfaces, and determine the relationship between the resulting material friction angle ϕ on the macroscale and the inter-particle friction coefficient μ (or the inter-particle friction angle ϕ μ ) on the microscale. We find the Lade–Duncan yield surface provides the best agreement, by far, with the simulations in all cases. We also monitor inter-particle friction work and particle rotation within each specimen during the DEM simulations, both globally and on a particle-by-particle basis, and we compare the results obtained from DEM simulations in which the spheres were allowed full three-dimensional translational and rotational freedom of motion and DEM simulations in which particle rotation was prohibited.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Bachrach R, Dvorkin J, Nur AM (2000) Seismic velocities and Poisson’s ratio of shallow unconsolidated sands. Geophysics 65(2):559–564CrossRef Bachrach R, Dvorkin J, Nur AM (2000) Seismic velocities and Poisson’s ratio of shallow unconsolidated sands. Geophysics 65(2):559–564CrossRef
Zurück zum Zitat Bardet JP (1990) Lode dependences for isotropic pressure-sensitive elastoplastic materials. J Appl Mech 57:498–506CrossRef Bardet JP (1990) Lode dependences for isotropic pressure-sensitive elastoplastic materials. J Appl Mech 57:498–506CrossRef
Zurück zum Zitat Bardet JP (1997) Experimental soil mechanics. Prentice Hall, New Jersey Bardet JP (1997) Experimental soil mechanics. Prentice Hall, New Jersey
Zurück zum Zitat Cook RD, Malkus DS, Plesha ME, Witt RJ (2002) Concepts and applications of finite element analysis. John Wiley and Sons, Hoboken Cook RD, Malkus DS, Plesha ME, Witt RJ (2002) Concepts and applications of finite element analysis. John Wiley and Sons, Hoboken
Zurück zum Zitat Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Géotechnique 29(1):47–65CrossRef Cundall PA, Strack ODL (1979) A discrete numerical model for granular assemblies. Géotechnique 29(1):47–65CrossRef
Zurück zum Zitat Drucker DC, Prager W (1952) Soil mechanics and plastic analysis for limit design. Q Appl Math 10(2):157–165 Drucker DC, Prager W (1952) Soil mechanics and plastic analysis for limit design. Q Appl Math 10(2):157–165
Zurück zum Zitat Fleischmann JA (2013) Micromechanics-based continuum constitutive modeling of isotropic non-cohesive particulate materials, informed and validated by the discrete element method. PhD thesis, University of Wisconsin-Madison Fleischmann JA (2013) Micromechanics-based continuum constitutive modeling of isotropic non-cohesive particulate materials, informed and validated by the discrete element method. PhD thesis, University of Wisconsin-Madison
Zurück zum Zitat Fleischmann JA, Drugan WJ, Plesha ME (2013a) Direct micromechanics derivation and DEM confirmation of the elastic moduli of isotropic particulate materials, Part I: No particle rotation. J Mech Phys Solids 61(7):1569–1584CrossRef Fleischmann JA, Drugan WJ, Plesha ME (2013a) Direct micromechanics derivation and DEM confirmation of the elastic moduli of isotropic particulate materials, Part I: No particle rotation. J Mech Phys Solids 61(7):1569–1584CrossRef
Zurück zum Zitat Fleischmann JA, Drugan WJ, Plesha ME (2013b) Direct micromechanics derivation and DEM confirmation of the elastic moduli of isotropic particulate materials, Part II: Particle rotation. J Mech Phys Solids 61(7):1585–1599CrossRef Fleischmann JA, Drugan WJ, Plesha ME (2013b) Direct micromechanics derivation and DEM confirmation of the elastic moduli of isotropic particulate materials, Part II: Particle rotation. J Mech Phys Solids 61(7):1585–1599CrossRef
Zurück zum Zitat Fleischmann JA, Plesha ME, Drugan WJ (2013c) Quantitative comparison of two-dimensional and three-dimensional discrete element simulations of nominally two-dimensional shear flow. Int J Geomech 13(3):205–212CrossRef Fleischmann JA, Plesha ME, Drugan WJ (2013c) Quantitative comparison of two-dimensional and three-dimensional discrete element simulations of nominally two-dimensional shear flow. Int J Geomech 13(3):205–212CrossRef
Zurück zum Zitat Humphrey W, Dalke A, Schulten K (1996) VMD—visual molecular dynamics. J Mol Graph 14:33–38CrossRef Humphrey W, Dalke A, Schulten K (1996) VMD—visual molecular dynamics. J Mol Graph 14:33–38CrossRef
Zurück zum Zitat Indraratna B, Ionescu D, Christie HD (1998) Shear behavior of railway ballast based on large-scale triaxial tests. J Geotech Geoenviron Eng 124(5):439–449CrossRef Indraratna B, Ionescu D, Christie HD (1998) Shear behavior of railway ballast based on large-scale triaxial tests. J Geotech Geoenviron Eng 124(5):439–449CrossRef
Zurück zum Zitat Jensen RP, Bosscher PJ, Plesha ME, Edil TB (1999) DEM simulation of granular media—structure interface: effects of surface roughness and particle shape. Int J Numer Anal Meth Geomech 23:531–547CrossRef Jensen RP, Bosscher PJ, Plesha ME, Edil TB (1999) DEM simulation of granular media—structure interface: effects of surface roughness and particle shape. Int J Numer Anal Meth Geomech 23:531–547CrossRef
Zurück zum Zitat Jensen RP, Edil TB, Bosscher PJ, Plesha ME, Ben Kahla N (2001a) Effect of particle shape on interface behavior of DEM-simulated granular materials. Int J Geomech 1:1–19CrossRef Jensen RP, Edil TB, Bosscher PJ, Plesha ME, Ben Kahla N (2001a) Effect of particle shape on interface behavior of DEM-simulated granular materials. Int J Geomech 1:1–19CrossRef
Zurück zum Zitat Jensen RP, Plesha ME, Edil TB, Bosscher PJ, Ben Kahla N (2001b) DEM simulation of particle damage in granular media—structure interfaces. Int J Geomech 1:21–39CrossRef Jensen RP, Plesha ME, Edil TB, Bosscher PJ, Ben Kahla N (2001b) DEM simulation of particle damage in granular media—structure interfaces. Int J Geomech 1:21–39CrossRef
Zurück zum Zitat Jing L, Stephansson O (2007) Fundamentals of discrete element methods for rock engineering: theory and applications. Elsevier B.V, Amsterdam Jing L, Stephansson O (2007) Fundamentals of discrete element methods for rock engineering: theory and applications. Elsevier B.V, Amsterdam
Zurück zum Zitat Lade PV, Duncan JM (1975) Elastoplastic stress-strain theory for cohesionless soil. J Geotech Eng Div 101(10):1037–1053 Lade PV, Duncan JM (1975) Elastoplastic stress-strain theory for cohesionless soil. J Geotech Eng Div 101(10):1037–1053
Zurück zum Zitat Lubarda VA (2002) Elastoplasticity theory. CRC Press, Boca Raton Lubarda VA (2002) Elastoplasticity theory. CRC Press, Boca Raton
Zurück zum Zitat Matsuoka H, Nakai T (1974) Stress-deformation and strength characteristics of soil under three different principal stresses. In: Proc. JSCE 232, pp 59–70 Matsuoka H, Nakai T (1974) Stress-deformation and strength characteristics of soil under three different principal stresses. In: Proc. JSCE 232, pp 59–70
Zurück zum Zitat Matsuoka H, Sun D (2006) The SMP concept-based 3D constitutive models for geomaterials. Taylor and Francis, United Kingdom Matsuoka H, Sun D (2006) The SMP concept-based 3D constitutive models for geomaterials. Taylor and Francis, United Kingdom
Zurück zum Zitat Mitchell JK, Soga K (2005) Fundamentals of soil behavior. John Wiley and Sons, Hoboken Mitchell JK, Soga K (2005) Fundamentals of soil behavior. John Wiley and Sons, Hoboken
Zurück zum Zitat Oda M (1997) A micro-deformation model for dilatancy of granular materials. In: Chang C, Misra A, Liang R, Babic M (eds) Mechanics of deformation and flow of particulate materials, ASCE, pp 24–37 Oda M (1997) A micro-deformation model for dilatancy of granular materials. In: Chang C, Misra A, Liang R, Babic M (eds) Mechanics of deformation and flow of particulate materials, ASCE, pp 24–37
Zurück zum Zitat O’Sullivan C (2011) Particle-based discrete element modeling: geomechanics perspective. Int J Geomech 11(6):449–464CrossRef O’Sullivan C (2011) Particle-based discrete element modeling: geomechanics perspective. Int J Geomech 11(6):449–464CrossRef
Zurück zum Zitat O’Sullivan C, Bray JD (2004) Selecting a suitable time step for discrete element simulations that use the central difference time integration scheme. Eng Comput 21(2–4):278–303CrossRef O’Sullivan C, Bray JD (2004) Selecting a suitable time step for discrete element simulations that use the central difference time integration scheme. Eng Comput 21(2–4):278–303CrossRef
Zurück zum Zitat Plimpton S (1995) Fast parallel algorithms for short range molecular dynamics. J Comput Phys 117:1–19CrossRef Plimpton S (1995) Fast parallel algorithms for short range molecular dynamics. J Comput Phys 117:1–19CrossRef
Zurück zum Zitat Silbert LE, Ertas D, Grest GS, Halsey TC, Levine D, Plimpton SJ (2001) Granular flow down an inclined plane: bagnold scaling and rheology. Phys Rev E 64(5):051,302-1–14 Silbert LE, Ertas D, Grest GS, Halsey TC, Levine D, Plimpton SJ (2001) Granular flow down an inclined plane: bagnold scaling and rheology. Phys Rev E 64(5):051,302-1–14
Zurück zum Zitat Simo JC, Hughes TJR (1998) Computational inelasticity. Springer, New York Simo JC, Hughes TJR (1998) Computational inelasticity. Springer, New York
Zurück zum Zitat Tavarez FA, Plesha ME (2007) Discrete element method for modelling solid and particulate materials. Int J Numer Meth Eng 70:379–404CrossRef Tavarez FA, Plesha ME (2007) Discrete element method for modelling solid and particulate materials. Int J Numer Meth Eng 70:379–404CrossRef
Metadaten
Titel
Determination of Yield Surfaces for Isotropic Non-Cohesive Particulate Materials by the Discrete Element Method
verfasst von
J. A. Fleischmann
M. E. Plesha
W. J. Drugan
Publikationsdatum
01.08.2014
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 4/2014
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-014-9783-2

Weitere Artikel der Ausgabe 4/2014

Geotechnical and Geological Engineering 4/2014 Zur Ausgabe