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Article: Shear strength of assemblies of frictionless particles

TitleShear strength of assemblies of frictionless particles
Authors
KeywordsDamping
Energy dissipation
Friction angle
Granular material
Shear strength
Issue Date2017
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://ascelibrary.aip.org/gmo/
Citation
International Journal of Geomechanics, 2017, v. 17 n. 11, article no. 04017102 How to Cite?
AbstractWhether a granular assembly of frictionless particles has shear strength is a very interesting but not well-understood question. This study addressed this question using discrete element method (DEM) simulations along with an energy-based analysis. It is shown that the use of artificial damping in DEM simulations leads to a frictionless assembly exhibiting normal quasi-static shear behavior, with the overall angle of friction at the critical state being nonzero. However, when this artificial damping is absent, the frictionless assembly cannot achieve a quasistatic state but rather exhibits a stress oscillating state, with all particles in vibration, and the shear strength is expected to be zero. From an energy perspective, it is shown that the artificial damping used in DEM simulations plays the sole role in energy dissipation for the frictionless assembly and that it facilitates the establishment of a quasi-static state from which shear strength is mobilized. Therefore, the nonzero angle of shear resistance reported in the literature for frictionless granular assemblies under quasi-static shear should be regarded as a false rather than a true strength parameter.
Persistent Identifierhttp://hdl.handle.net/10722/259175
ISSN
2021 Impact Factor: 3.918
2020 SCImago Journal Rankings: 1.635
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorDai, B-
dc.contributor.authorYang, J-
dc.date.accessioned2018-09-03T04:02:43Z-
dc.date.available2018-09-03T04:02:43Z-
dc.date.issued2017-
dc.identifier.citationInternational Journal of Geomechanics, 2017, v. 17 n. 11, article no. 04017102-
dc.identifier.issn1532-3641-
dc.identifier.urihttp://hdl.handle.net/10722/259175-
dc.description.abstractWhether a granular assembly of frictionless particles has shear strength is a very interesting but not well-understood question. This study addressed this question using discrete element method (DEM) simulations along with an energy-based analysis. It is shown that the use of artificial damping in DEM simulations leads to a frictionless assembly exhibiting normal quasi-static shear behavior, with the overall angle of friction at the critical state being nonzero. However, when this artificial damping is absent, the frictionless assembly cannot achieve a quasistatic state but rather exhibits a stress oscillating state, with all particles in vibration, and the shear strength is expected to be zero. From an energy perspective, it is shown that the artificial damping used in DEM simulations plays the sole role in energy dissipation for the frictionless assembly and that it facilitates the establishment of a quasi-static state from which shear strength is mobilized. Therefore, the nonzero angle of shear resistance reported in the literature for frictionless granular assemblies under quasi-static shear should be regarded as a false rather than a true strength parameter.-
dc.languageeng-
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://ascelibrary.aip.org/gmo/-
dc.relation.ispartofInternational Journal of Geomechanics-
dc.rightsInternational Journal of Geomechanics. Copyright © American Society of Civil Engineers.-
dc.subjectDamping-
dc.subjectEnergy dissipation-
dc.subjectFriction angle-
dc.subjectGranular material-
dc.subjectShear strength-
dc.titleShear strength of assemblies of frictionless particles-
dc.typeArticle-
dc.identifier.emailYang, J: junyang@hkucc.hku.hk-
dc.identifier.authorityYang, J=rp00201-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/(ASCE)GM.1943-5622.0001005-
dc.identifier.scopuseid_2-s2.0-85029142510-
dc.identifier.hkuros287831-
dc.identifier.volume17-
dc.identifier.issue11-
dc.identifier.spagearticle no. 04017102-
dc.identifier.epagearticle no. 04017102-
dc.identifier.isiWOS:000417684800014-
dc.publisher.placeUnited States-
dc.identifier.issnl1532-3641-

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