Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97973
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLin, Yen_US
dc.creatorYin, ZYen_US
dc.creatorWang, Xen_US
dc.creatorHuang, Len_US
dc.date.accessioned2023-04-06T07:17:56Z-
dc.date.available2023-04-06T07:17:56Z-
dc.identifier.issn0167-8442en_US
dc.identifier.urihttp://hdl.handle.net/10397/97973-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2021 Elsevier Ltd. All rights reserved.en_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 Lin, Y., Yin, Z.-Y., Wang, X., & Huang, L. (2022). A systematic 3D simulation method for geomaterials with block inclusions from image recognition to fracturing modelling. Theoretical and Applied Fracture Mechanics, 117, 103194 is available at https://dx.doi.org/10.1016/j.tafmec.2021.103194.en_US
dc.subjectFracture behaviouren_US
dc.subjectHeterogeneous geomaterialsen_US
dc.subjectHybrid finite-discrete element modellingen_US
dc.subjectRealistic shapesen_US
dc.titleA systematic 3D simulation method for geomaterials with block inclusions from image recognition to fracturing modellingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume117en_US
dc.identifier.doi10.1016/j.tafmec.2021.103194en_US
dcterms.abstractA systematic hybrid modelling approach for heterogeneous geomaterials with irregular block inclusions is creatively developed based on a deep learning technique, computational geometry algorithms, and a 3D finite-discrete (or discrete-finite) element method; the approach includes the following three major steps: (1) the deep learning-based image identification technique and the computational geometry algorithm are employed to establish a 2D geometry library of realistic rock blocks; (2) 3D block inclusions with desired block shapes are regenerated by a surface morphing technique and then randomly allocated to the specimen domain based on the overlapping detection algorithm; and (3) the finite-discrete element method is developed by integrating cohesive elements with a solid mesh based on a finite element code to simulate the progressive fracture and interface behaviours of heterogeneous geomaterials. To validate the proposed hybrid approach, a series of synthetic specimens with Brazilian split tests are prepared and implemented from 2D to 3D. The results verified that the finite-discrete model can be easily established through images, and the consequent simulation performance is validated through comparisons between observations and numerical results regarding failure patterns and stress-strain relations. Using the calibrated and verified approach, we further numerically discuss the influence of the block-matrix strength ratio and interface strength on the mechanical responses of bimrocks. All results demonstrate that the proposed hybrid approach has a powerful ability to dealing with heterogeneous composite materials that maintain the characteristics of both continuity and discontinuity.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationTheoretical and applied fracture mechanics, Feb. 2022, v. 117, 103194en_US
dcterms.isPartOfTheoretical and applied fracture mechanicsen_US
dcterms.issued2022-02-
dc.identifier.scopus2-s2.0-85120623510-
dc.identifier.artn103194en_US
dc.description.validate202303 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0018-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextFoundation Research Project of China; National Natural Science Foundation of China; China Postdoctoral Science Foundationen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS59483423-
dc.description.oaCategoryGreen (AAM)en_US
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