Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/108257
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorAboayanah, KR-
dc.creatorAbdelaziz, A-
dc.creatorHaile, BF-
dc.creatorZhao, Q-
dc.creatorGrasselli, G-
dc.date.accessioned2024-07-30T03:13:15Z-
dc.date.available2024-07-30T03:13:15Z-
dc.identifier.issn0723-2632-
dc.identifier.urihttp://hdl.handle.net/10397/108257-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© The Author(s) 2024en_US
dc.rightsThis article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.en_US
dc.rightsThe following publication Aboayanah, K.R., Abdelaziz, A., Haile, B.F. et al. Evaluation of Damage Stress Thresholds and Mechanical Properties of Granite: New Insights from Digital Image Correlation and GB-FDEM. Rock Mech Rock Eng 57, 4679–4706 (2024) is available at https://doi.org/10.1007/s00603-024-03789-7.en_US
dc.subjectCrack openingen_US
dc.subjectDamage stress thresholdsen_US
dc.subjectDigital image correlationen_US
dc.subjectFDEMen_US
dc.subjectGrain size effecten_US
dc.subjectGrain-based modelingen_US
dc.titleEvaluation of damage stress thresholds and mechanical properties of granite : new insights from digital image correlation and GB-FDEMen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage4679-
dc.identifier.epage4706-
dc.identifier.volume57-
dc.identifier.issue7-
dc.identifier.doi10.1007/s00603-024-03789-7-
dcterms.abstractWe employed a novel combination of digital image correlation (DIC) and grain-based hybrid finite–discrete element method (GB-FDEM) to improve the comprehension of the relationships between microstructural features and the mechanical properties of granitic rocks. DIC and numerical results showed that macrocracks initiated and propagated along grain boundaries among different minerals driven by the high stiffness contrast between the compliant biotite and the stiffer feldspar/quartz grains. Surface deformation analyses revealed that tensile-dominated macrocracks open at monotonically increased rates before the crack damage threshold, and the opening accelerated afterwards with the increased shear component. The onset of the acceleration of the opening rate of macrocracks can be used to infer the crack damage threshold. Both strain and acoustic emission were used to infer damage stress thresholds in the synthetic numerical samples. Numerical results showed that the damage stress thresholds and uniaxial compressive strength decrease with increasing grain size following log-linear relations. Coarse-grained samples tend to fail by axial splitting, while fine-grained samples fail by shear zone formation. Biotite and quartz contents significantly affect mechanical properties, while quartz to feldspar ratio is positively related to the mechanical properties. Our study demonstrates the capacities of DIC and GB-FDEM in inferring damage conditions in granitic rocks and clarifies the microstructural control of the macroscopic mechanical behaviors. Our results also provide a comprehensive understanding of the systematics of strain localization, crack development, and acoustic emission during the rock progressive failure process.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationRock mechanics and rock engineering, July 2024, v. 57, no. 7, p. 4679-4706-
dcterms.isPartOfRock mechanics and rock engineering-
dcterms.issued2024-07-
dc.identifier.scopus2-s2.0-85186852891-
dc.description.validate202407 bcwh-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TAen_US
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.description.TASpringer Nature (2024)en_US
dc.description.oaCategoryTAen_US
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