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Volumn 12, Issue 5, 2010, Pages 527-541

Comprehensive study of the effects of rolling resistance on the stress-strain and strain localization behavior of granular materials

Author keywords

Discrete element modeling; Granular materials; Rolling resistance; Strain localization; Stress strain

Indexed keywords

BIAXIAL COMPRESSION; COMPREHENSIVE STUDIES; DISCRETE ELEMENT METHOD; DISCRETE ELEMENT MODELING; HARDENING PROCESS; HIGH GRADIENT; MACRO MECHANICAL PARAMETERS; PARAMETRIC STUDY; PARTICLE FLOW CODE; PARTICLE ROTATIONS; SHEAR BAND FORMATION; STRAIN LOCALIZATION; STRAIN LOCALIZATIONS; STRESS-STRAIN; STRESS-STRAIN RESPONSE;

EID: 78049306466     PISSN: 14345021     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10035-010-0211-x     Document Type: Article
Times cited : (133)

References (41)
  • 1
    • 0020242279 scopus 로고
    • Experimental micromechanical evaluation of strength of granular materials: Effects of particle rolling
    • DOI 10.1016/0167-6636(82)90027-8
    • M. Oda J. Konishi S. Nemat-Nasser 1982 Experimental micromechanical evolution of strength of granular materials: effects of particle rolling Mech. Mater. 1 269 283 10.1016/0167-6636(82)90027-8 (Pubitemid 13473089)
    • (1982) Mechanics of Materials , vol.1 , Issue.4 , pp. 269-283
    • Oda, M.1    Konishi, J.2    Nemat-Nasser, S.3
  • 2
    • 0001465323 scopus 로고
    • A discrete numerical model for granular assemblies
    • Nancy, France
    • Cundall, P.A.: A discrete numerical model for granular assemblies. In: Proceedings of ISRM Symposium, vol. 2, pp. 129-136. Nancy, France (1971)
    • (1971) Proceedings of ISRM Symposium , vol.2 , pp. 129-136
    • Cundall, P.A.1
  • 3
    • 0018441375 scopus 로고
    • A discrete numerical model for granular assemblies
    • 10.1680/geot.1979.29.1.47
    • P.A. Cundall O.L. Strack 1979 A discrete numerical model for granular assemblies Geotechnique 29 47 65 10.1680/geot.1979.29.1.47
    • (1979) Geotechnique , vol.29 , pp. 47-65
    • Cundall, P.A.1    Strack, O.L.2
  • 4
    • 0025722507 scopus 로고
    • Numerical simulation of localization in granular materials
    • Columbus, Ohio
    • Bardet, J.P., Proubet, J.: Numerical simulation of localization in granular materials. In: Proceedings of EMD/ASCE Conference, pp. 1269-1273. Columbus, Ohio (1991)
    • (1991) Proceedings of EMD/ASCE Conference , pp. 1269-1273
    • Bardet, J.P.1    Proubet, J.2
  • 5
    • 0034599929 scopus 로고    scopus 로고
    • Micro-deformation mechanism of shear banding process based on modified distinct element method
    • DOI 10.1016/S0032-5910(99)00236-3, PII S0032591099002363
    • K. Iwashita M. Oda 2000 Micro-deformation mechanism of shear banding process based on modified distinct element method Powder Tech. 109 192 205 10.1016/S0032-5910(99)00236-3 (Pubitemid 30177124)
    • (2000) Powder Technology , vol.109 , Issue.1-3 , pp. 192-205
    • Iwashita, K.1    Oda, M.2
  • 6
    • 1642414852 scopus 로고    scopus 로고
    • Shear bands in dense metallic granular materials
    • 1106.74332 10.1016/j.jmps.2003.08.003 2004JMPSo.52.499H
    • N. Hu J.F. Molinari 2004 Shear bands in dense metallic granular materials J. Mech. Phys. Solids 52 499 531 1106.74332 10.1016/j.jmps.2003.08.003 2004JMPSo..52..499H
    • (2004) J. Mech. Phys. Solids , vol.52 , pp. 499-531
    • Hu, N.1    Molinari, J.F.2
  • 7
    • 3142695219 scopus 로고    scopus 로고
    • Micromechanics of shear bands
    • 1112.74361 10.1016/j.ijsolstr.2004.05.051
    • B. Gardiner A. Tordesillas 2004 Micromechanics of shear bands Int. J. Solids Struct. 41 5885 5901 1112.74361 10.1016/j.ijsolstr.2004.05.051
    • (2004) Int. J. Solids Struct. , vol.41 , pp. 5885-5901
    • Gardiner, B.1    Tordesillas, A.2
  • 9
    • 0016647841 scopus 로고
    • Conditions for the localization of deformation in pressure-sensitive dilatant materials
    • 10.1016/0022-5096(75)90001-0 1975JMPSo.23.371R
    • J.W. Rudnicki J.R. Rice 1975 Conditions for the localization of deformation in pressure-sensitive dilatant materials J. Mech. Phys. Solids 23 371 394 10.1016/0022-5096(75)90001-0 1975JMPSo..23..371R
    • (1975) J. Mech. Phys. Solids , vol.23 , pp. 371-394
    • Rudnicki, J.W.1    Rice, J.R.2
  • 10
    • 0001392108 scopus 로고
    • Equilibrium theory of shear bands in plastic bodies
    • 0367.73090 10.1016/0093-6413(76)90014-8
    • I. Vardoulakis 1976 Equilibrium theory of shear bands in plastic bodies Mech. Res. Comm. 3 209 214 0367.73090 10.1016/0093-6413(76)90014-8
    • (1976) Mech. Res. Comm. , vol.3 , pp. 209-214
    • Vardoulakis, I.1
  • 11
    • 84930121207 scopus 로고
    • Volume changes in drained triaxial tests on granular materials
    • 10.1680/geot.1957.7.1.17
    • P.L Newland B.H. Allely 1957 Volume changes in drained triaxial tests on granular materials Géotechnique 7 1 17 34 10.1680/geot.1957.7.1.17
    • (1957) Géotechnique , vol.7 , Issue.1 , pp. 17-34
    • Newland, P.L.1    Allely, B.H.2
  • 12
    • 0000738064 scopus 로고
    • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    • 10.1098/rspa.1962.0193 1962RSPSA.269.500R
    • P.W. Rowe 1962 The stress-dilatancy relation for static equilibrium of an assembly of particles in contact Proc. R. Soc. Lond. Ser. A 269 500 527 10.1098/rspa.1962.0193 1962RSPSA.269..500R
    • (1962) Proc. R. Soc. Lond. Ser. A , vol.269 , pp. 500-527
    • Rowe, P.W.1
  • 15
    • 23644457935 scopus 로고    scopus 로고
    • A novel discrete model for granular material incorporating rolling resistance
    • DOI 10.1016/j.compgeo.2005.05.001, PII S0266352X05000649
    • M.J. Jiang D.A. Haris 2005 Novel discrete model for granular material incorporating rolling resistance Comput. Geotech. 32 5 340 357 10.1016/j.compgeo.2005.05.001 (Pubitemid 41131384)
    • (2005) Computers and Geotechnics , vol.32 , Issue.5 , pp. 340-357
    • Jiang, M.J.1    Yu, H.-S.2    Harris, D.3
  • 16
    • 0028463757 scopus 로고
    • Observations on the effects of particle rotations on the failure of idealized granular materials
    • 10.1016/0167-6636(94)00006-9
    • J.P. Bardet 1994 Observations on the effects of particle rotations on the failure of idealized granular materials Mech. Mater. 18 159 182 10.1016/0167-6636(94)00006-9
    • (1994) Mech. Mater. , vol.18 , pp. 159-182
    • Bardet, J.P.1
  • 18
    • 0343878762 scopus 로고    scopus 로고
    • Study on couple stress and shear band development in granular media based on numerical simulation analyses
    • 10.1016/S0020-7225(99)00132-9
    • M. Oda K. Iwashita 2000 Study on couple stress and shear band development in granular media based on numerical simulation analyses Int. J. Eng. Sci. 38 15 1713 1740 10.1016/S0020-7225(99)00132-9
    • (2000) Int. J. Eng. Sci. , vol.38 , Issue.15 , pp. 1713-1740
    • Oda, M.1    Iwashita, K.2
  • 19
    • 0026835143 scopus 로고
    • The structure of shear bands in idealized granular materials
    • 10.1115/1.3121381
    • J.P. Bardet J. Proubet 1992 The structure of shear bands in idealized granular materials Appl. Mech. Rev. 45 3 118 122 10.1115/1.3121381
    • (1992) Appl. Mech. Rev. , vol.45 , Issue.3 , pp. 118-122
    • Bardet, J.P.1    Proubet, J.2
  • 20
    • 0032067906 scopus 로고    scopus 로고
    • Effects of induced anisotropy on the development of shear bands in granular materials
    • 10.1016/S0167-6636(97)00018-5
    • M. Oda H. Kazama J. Konishi 1998 Effects of induced anisotropy on the development of shear bands in granular materials Mech. Mater. 28 1-4 103 111 10.1016/S0167-6636(97)00018-5
    • (1998) Mech. Mater. , vol.28 , Issue.14 , pp. 103-111
    • Oda, M.1    Kazama, H.2    Konishi, J.3
  • 21
    • 0032144593 scopus 로고    scopus 로고
    • Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils
    • M. Oda H. Kazama 1998 Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils Geotechnique 48 1-4 465
    • (1998) Geotechnique , vol.48 , Issue.14 , pp. 465
    • Oda, M.1    Kazama, H.2
  • 22
    • 72449139267 scopus 로고    scopus 로고
    • Micromechanical analysis of failure propagation in frictional granular materials
    • 10.1002/nag.792
    • A. Tordesillas J. Shi 2009 Micromechanical analysis of failure propagation in frictional granular materials Int. J. Numer. Anal. Method Geomech. 33 1737 1768 10.1002/nag.792
    • (2009) Int. J. Numer. Anal. Method Geomech. , vol.33 , pp. 1737-1768
    • Tordesillas, A.1    Shi, J.2
  • 23
    • 78049234918 scopus 로고    scopus 로고
    • Itasca Consulting Group Version 4.0. Minneapolis, Minnesota
    • Itasca Consulting Group.: Particle Flow Code in 2D (PFC-2D): User's Manual, Version 4.0. Minneapolis, Minnesota (2008)
    • (2008) Particle Flow Code in 2D (PFC-2D): User's Manual
  • 25
    • 0031849987 scopus 로고    scopus 로고
    • Rolling resistance at contacts in the simulation of shear band development by DEM
    • 10.1061/(ASCE)0733-9399(1998)124:3(285)
    • K. Iwashita M.J. Oda 1998 Rolling resistance at contacts in the simulation of shear band development by DEM J. Eng. Mech. 124 3 285 292 10.1061/(ASCE)0733-9399(1998)124:3(285)
    • (1998) J. Eng. Mech. , vol.124 , Issue.3 , pp. 285-292
    • Iwashita, K.1    Oda, M.J.2
  • 26
    • 0001552107 scopus 로고
    • Plugging of the flow of granular materials during discharge from a silo
    • 10.1142/S0217979293002705 1993IJMPB.7.1949S
    • H. Sakaguchi E. Ozaki T. Igarashi 1993 Plugging of the flow of granular materials during discharge from a silo Int. J. Mod. Phys B 7 9-10 1949 1963 10.1142/S0217979293002705 1993IJMPB...7.1949S
    • (1993) Int. J. Mod. Phys B , vol.7 , Issue.910 , pp. 1949-1963
    • Sakaguchi, H.1    Ozaki, E.2    Igarashi, T.3
  • 27
    • 33646363309 scopus 로고    scopus 로고
    • Kinematic variables bridging discrete and continuum granular mechanics
    • DOI 10.1016/j.mechrescom.2005.06.013, PII S0093641305000868
    • M.J. Jiang H.-S. Yu D. Harris 2006 Kinematic variables bridging discrete and continuum granular mechanics Mech. Res. Comm. 33 651 666 1192.74073 10.1016/j.mechrescom.2005.06.013 2224691 (Pubitemid 43668664)
    • (2006) Mechanics Research Communications , vol.33 , Issue.5 , pp. 651-666
    • Jiang, M.1    Yu, H.-S.2    Harris, D.3
  • 28
    • 58549096117 scopus 로고    scopus 로고
    • Two-dimensional discrete element theory for rough particles
    • 10.1061/(ASCE)1532-3641(2009)9:1(20)
    • M.J. Jiang S. Leroueil H.-H. Zhu H.-S. Yu J.M. Konrad 2009 Two-dimensional discrete element theory for rough particles Int. J. Geomech. ASCE. 9 1 20 33 10.1061/(ASCE)1532-3641(2009)9:1(20)
    • (2009) Int. J. Geomech. ASCE. , vol.9 , Issue.1 , pp. 20-33
    • Jiang, M.J.1    Leroueil, S.2    Zhu, H.-H.3    Yu, H.-S.4    Konrad, J.M.5
  • 30
    • 44549086043 scopus 로고    scopus 로고
    • Cohesive, frictional powders: Contact models for tension
    • 05344441 10.1007/s10035-008-0099-x 1639581
    • S. Luding 2008 Cohesive, frictional powders: contact models for tension Granul. Matter 10 4 235 246 05344441 10.1007/s10035-008-0099-x 1639581
    • (2008) Granul. Matter , vol.10 , Issue.4 , pp. 235-246
    • Luding, S.1
  • 31
    • 23744434145 scopus 로고    scopus 로고
    • The effect of contact torques on porosity of cohesive powders
    • DOI 10.1007/s10035-004-0184-8
    • G. Bartels T. Unger D. Kadau D.E. Wolf J. Kertesz 2005 The effect of contact torques on porosity of cohesive powders Granul. Matter 7 3 139 143 1094.74016 10.1007/s10035-004-0184-8 (Pubitemid 41118266)
    • (2005) Granular Matter , vol.7 , Issue.2-3 , pp. 139-143
    • Bartels, G.1    Unger, T.2    Kadau, D.3    Wolf, D.E.4    Kertesz, J.5
  • 32
    • 69549119987 scopus 로고    scopus 로고
    • A finite deformation method for discrete modeling: Particle rotation and parameter calibration
    • 10.1007/s10035-009-0146-2
    • Y.C. Wang F. Alonso-Marroquin 2009 A finite deformation method for discrete modeling: particle rotation and parameter calibration Granul. Matter 11 5 331 343 10.1007/s10035-009-0146-2
    • (2009) Granul. Matter , vol.11 , Issue.5 , pp. 331-343
    • Wang, Y.C.1    Alonso-Marroquin, F.2
  • 33
    • 33745242347 scopus 로고    scopus 로고
    • Input parameters of discrete element methods
    • 10.1061/(ASCE)0733-9399(2006)132:7(723)
    • T.T. Ng 2006 Input parameters of discrete element methods J. Eng. Mech. 132 7 723 729 10.1061/(ASCE)0733-9399(2006)132:7(723)
    • (2006) J. Eng. Mech. , vol.132 , Issue.7 , pp. 723-729
    • Ng, T.T.1
  • 34
    • 0023843773 scopus 로고
    • Note on a random isotropic granular material with negative poisson's ratio
    • DOI 10.1016/0020-7225(88)90116-4
    • B.J. Bathurst L. Rothenburg 1988 Note on a random isotropic granular materials with negative Poisson's ratio Int. J. Eng. Sci. 26 4 373 383 0634.73004 10.1016/0020-7225(88)90116-4 (Pubitemid 18626100)
    • (1988) International Journal of Engineering Science , vol.26 , Issue.4 , pp. 373-383
    • Bathurst Richard, J.1    Rothenburg Leo2
  • 35
    • 35148892095 scopus 로고    scopus 로고
    • Force chain buckling, unjamming transitions and shear banding in dense granular assemblies
    • DOI 10.1080/14786430701594848, PII 782935157
    • A. Tordesillas 2007 Force chain buckles, unjamming transitions and shear banding in dense granular materials Philos. Mag. 87 4987 5016 10.1080/14786430701594848 2007PMag...87.4987T (Pubitemid 47552024)
    • (2007) Philosophical Magazine , vol.87 , Issue.32 , pp. 4987-5016
    • Tordesillas, A.1
  • 36
    • 0035419274 scopus 로고    scopus 로고
    • Shear banding in true triaxial test and its effect on failure in sand
    • DOI 10.1061/(ASCE)0733-9399(2001)127:8(754)
    • Q. Wang P.V. Lade 2001 Shear banding in true triaxial tests and its effect on failure in sand J. Eng. Mech. 127 8 754 761 10.1061/(ASCE)0733- 9399(2001)127:8(754) (Pubitemid 32745538)
    • (2001) Journal of Engineering Mechanics , vol.127 , Issue.8 , pp. 754-761
    • Wang, Q.1    Lade, P.V.2
  • 37
    • 85024152173 scopus 로고
    • The influence of strain in soil mechanics
    • 10.1680/geot.1970.20.2.129
    • K.H. Roscoe 1970 The influence of strain in soil mechanics Géotechnique 20 2 129 170 10.1680/geot.1970.20.2.129
    • (1970) Géotechnique , vol.20 , Issue.2 , pp. 129-170
    • Roscoe, K.H.1
  • 38
    • 0017473351 scopus 로고
    • Plastic deformation and failure in granular media
    • 10.1680/geot.1977.27.1.53
    • J. Arthur T. Dunstan Q. Al-Ani A. Assadi 1977 Plastic deformation and failure in granular media Geotechnique 27 1 53 74 10.1680/geot.1977.27.1.53
    • (1977) Geotechnique , vol.27 , Issue.1 , pp. 53-74
    • Arthur, J.1    Dunstan, T.2    Al-Ani, Q.3    Assadi, A.4
  • 39
    • 0018923586 scopus 로고
    • Shear band inclination and shear modulus of sand in biaxial tests
    • 0443.73092 10.1002/nag.1610040202
    • I. Vardoulakis 1980 Shear band inclination and shear modulus of sand in biaxial tests Int. J. Numer. Anal. Methods Geomech. 4 2 103 119 0443.73092 10.1002/nag.1610040202
    • (1980) Int. J. Numer. Anal. Methods Geomech. , vol.4 , Issue.2 , pp. 103-119
    • Vardoulakis, I.1
  • 40
    • 0023404291 scopus 로고
    • The thickness of shear bands in granular materials
    • 10.1680/geot.1987.37.3.271
    • H.B. Muhlhaus I. Vardoulakis 1987 The thickness of shear bands in granular materials Geotechnique 37 271 283 10.1680/geot.1987.37.3.271
    • (1987) Geotechnique , vol.37 , pp. 271-283
    • Muhlhaus, H.B.1    Vardoulakis, I.2
  • 41
    • 70649114562 scopus 로고    scopus 로고
    • Role of particle rotations and rolling resistance in a semi-infinite particulate solid indented by a rigid flat punch
    • A. Tordesillas J.F. Peters M. Muthuswamy 2005 Role of particle rotations and rolling resistance in a semi-infinite particulate solid indented by a rigid flat punch ANZIAM J. 46 260 275
    • (2005) ANZIAM J. , vol.46 , pp. 260-275
    • Tordesillas, A.1    Peters, J.F.2    Muthuswamy, M.3


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