Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/113279
DC FieldValueLanguage
dc.contributorDepartment of Building and Real Estateen_US
dc.creatorLiu, Xen_US
dc.creatorDong, Qen_US
dc.creatorWang, Qen_US
dc.creatorWang, Yen_US
dc.creatorYang, Jen_US
dc.date.accessioned2025-06-02T02:36:22Z-
dc.date.available2025-06-02T02:36:22Z-
dc.identifier.urihttp://hdl.handle.net/10397/113279-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectBrittle fractureen_US
dc.subjectDiscrete element modelen_US
dc.subjectElastic modulusen_US
dc.subjectFracture toughnessen_US
dc.subjectMaterial selection frameworken_US
dc.subjectTensile strengthen_US
dc.titleA novel DEM-based framework for engineering material selection : synthesizing elastic modulus, tensile strength and fracture toughnessen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume46en_US
dc.identifier.doi10.1016/j.mtcomm.2025.112958en_US
dcterms.abstractEngineering materials can suddenly fail through brittle fracture, posing substantial safety concerns for infrastructure projects. To address this critical issue, this research introduces a comprehensive framework that integrates three key components: advanced numerical modeling techniques, comprehensive validation procedures, and systematic property analysis for effective material selection. The foundation of this framework is built upon an improved discrete element model (DEM) with a dual-sphere configuration, which successfully overcomes previous limitations in displacement field calculations through optimized particle positioning. The effectiveness of this enhanced DEM has been rigorously validated through multiple comprehensive studies. Specifically, in elastic behavior tests using plates with circular holes, the displacement fields simulated by the DEM demonstrated exceptional agreement with finite element analysis, achieving an average relative error of only 5.1 %. Further validation through Brazilian splitting and three-point bending tests showed strong correlations with experimental observations, achieving peak loads of 5.3 kN and 1 kN respectively, while accurately reproducing crack propagation patterns. Building upon this robust numerical foundation, the framework then systematically develops a three-dimensional constrained materials space through an extensive series of 63 compact tension test simulations, incorporating key parameters such as elastic modulus (51.52–469 GPa), tensile strength (257.6–551.7 MPa), and numerical fracture toughness (0.13–9.08 kJ/m 2 ). The reliability of these established relationships is further validated through their alignment with established Ashby map trends and verification of consistency between the fitted equation and process zone equation. Ultimately, this framework enables precise positioning of materials on characteristic surfaces within well-defined three-dimensional boundaries, providing clear and practical criteria for material selection. To facilitate practical implementation, a comprehensive workflow has been developed that guides user through three sequential steps: engineering requirement assessment, material space construction, and material screening based on technical, economic, and practical constraints. This framework bridges theoretical foundations with practical considerations, enabling it to serve as a reliable engineering tool while maintaining the flexibility to accommodate diverse materials and scenarios.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationMaterials today communications, June 2025, v. 46, 112958en_US
dcterms.isPartOfMaterials today communicationsen_US
dcterms.issued2025-06-
dc.identifier.eissn2352-4928en_US
dc.identifier.artn112958en_US
dc.description.validate202506 bcchen_US
dc.description.oaNot applicableen_US
dc.identifier.FolderNumbera3623-
dc.identifier.SubFormID50497-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHainan Provincial Natural Science Foundation of China (No. 623RC450); the Research Fund for Innovation Platform of Hainan Academician (No. YSPTZX202106); the Scientific Research Foundation of Hainan University (No. KYQD‐ZR‐21067 and No. KYQD-ZR-21068; Cangzhou Natural Science Foundation (No. 23241001017); Research and Development of Green Platform for Barrel-type Structures without Supporting Rods) (HD-KYH-2021022en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-06-30en_US
dc.description.oaCategoryGreen (AAM)en_US
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Embargo End Date 2027-06-30
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