Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97425
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorChen, Yen_US
dc.creatorMa, Gen_US
dc.creatorZhou, Wen_US
dc.creatorWei, Den_US
dc.creatorZhao, Qen_US
dc.creatorZou, Yen_US
dc.creatorGrasselli, Gen_US
dc.date.accessioned2023-03-06T01:18:23Z-
dc.date.available2023-03-06T01:18:23Z-
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/97425-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2021 Elsevier Ltd. All rights reserveden_US
dc.rights© 2021. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Chen, Y., Ma, G., Zhou, W., Wei, D., Zhao, Q., Zou, Y., & Grasselli, G. (2021). An enhanced tool for probing the microscopic behavior of granular materials based on X-ray micro-CT and FDEM. Computers and Geotechnics, 132, 103974 is available at https://dx.doi.org/10.1016/j.compgeo.2020.103974.en_US
dc.subjectFDEMen_US
dc.subjectGranular materialsen_US
dc.subjectIntra-particle contact forceen_US
dc.subjectMicroscopic dynamicsen_US
dc.subjectParticle matching and trackingen_US
dc.subjectX-ray micro-computed tomographyen_US
dc.titleAn enhanced tool for probing the microscopic behavior of granular materials based on X-ray micro-CT and FDEMen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume132en_US
dc.identifier.doi10.1016/j.compgeo.2020.103974en_US
dcterms.abstractWe propose an enhanced tool by combining X-ray micro-computed tomography test and hybrid finite and discrete element method to investigate the mechanical behaviors of granular materials. We first conduct a min-triaxial test of Ottawa sand under X-ray micro-CT. Then, spherical harmonic analysis is performed to characterize multi-scale morphological characteristics of particles and used in the particle matching. The particle tracking algorithm ensures the matching accuracy between particle configurations even at large strain intervals. To probe intra-particle contact force, we reconstruct the numerical sample from X-ray image data. Without calibrating material parameters, FDEM simulation quantitatively agrees with the overall response of Ottawa sand recorded in experiment. Moreover, the particle scale dynamics obtained by simulation are remarkably quantitatively consistent with experiment results. The proposed tool sheds new light on bridging length scales from particle to granular system. We find that the granular material deforms plastically through spatially localized zones of large nonaffine displacements, and the spatiotemporal evolution of these zones controls the macroscopic responses of the system. The force chain collapse is relevant to the large induced structural voids formation within the shear transformation zones. Furthermore, we discover a connection between particle stress fluctuations and particle plastic rearrangements in granular materials.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationComputers and geotechnics, Apr. 2021, v. 132, 103974en_US
dcterms.isPartOfComputers and geotechnicsen_US
dcterms.issued2021-04-
dc.identifier.scopus2-s2.0-85100082188-
dc.identifier.eissn1873-7633en_US
dc.identifier.artn103974en_US
dc.description.validate202203 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0379-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Science project of China Huaneng Group Co. Ltden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS44356658-
dc.description.oaCategoryGreen (AAM)en_US
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