Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102492
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorXiong, Hen_US
dc.creatorNicot, Fen_US
dc.creatorYin, Zen_US
dc.date.accessioned2023-10-26T07:18:53Z-
dc.date.available2023-10-26T07:18:53Z-
dc.identifier.issn1861-1125en_US
dc.identifier.urihttp://hdl.handle.net/10397/102492-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© Springer-Verlag GmbH Germany, part of Springer Nature 2018en_US
dc.rightsThis version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use(https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: http://dx.doi.org/10.1007/s11440-018-0717-7.en_US
dc.subjectFEMen_US
dc.subjectGranular materialsen_US
dc.subjectMesoscopic scaleen_US
dc.subjectMicromechanicsen_US
dc.subjectMulti-scale approachen_US
dc.subjectSecond-order worken_US
dc.subjectShear banden_US
dc.subjectStrain localizationen_US
dc.titleFrom micro scale to boundary value problem : using a micromechanically based modelen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1307en_US
dc.identifier.epage1323en_US
dc.identifier.volume14en_US
dc.identifier.issue5en_US
dc.identifier.doi10.1007/s11440-018-0717-7en_US
dcterms.abstractA 3D multi-scale approach is presented to investigate the mechanical behavior of a macroscopic specimen consisting of a granular assembly, as a boundary value problem. The core of this approach is a multi-scale coupling, wherein the finite element method is used to solve a boundary value problem and a micromechanically based model is employed as constitutive relationship used at a representative volume element scale. This approach provides a convenient way to link the macroscopic observations with intrinsic microscopic mechanisms. The plane strain triaxial loading condition is selected to simulate the occurrence of strain localization. A series of tests are performed, wherein distinct failure patterns are observed and analyzed. A system of shear band naturally appears in a homogeneous setting specimen. By defining the shear band area, microstructural mechanisms are separately investigated inside and outside the shear band. The normalized second-order work introduced as an indicator of instability occurrence is analyzed not only on the macroscale but also on the micro scale.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationActa geotechnica, Oct. 2019, v. 14, no. 5, p. 1307-1323en_US
dcterms.isPartOfActa geotechnicaen_US
dcterms.issued2019-10-
dc.identifier.scopus2-s2.0-85055312461-
dc.identifier.eissn1861-1133en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1230-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextChina Scholarship Council (CSC); National Natural Science Foundation of China; Region Pays de la Loire of France; French Research Network GeoMechen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS14691278-
dc.description.oaCategoryGreen (AAM)en_US
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