Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102359
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLiu, Jen_US
dc.creatorLiu, Wen_US
dc.creatorChow, CLen_US
dc.creatorLau, Den_US
dc.date.accessioned2023-10-18T07:51:33Z-
dc.date.available2023-10-18T07:51:33Z-
dc.identifier.urihttp://hdl.handle.net/10397/102359-
dc.language.isoenen_US
dc.publisherCell Pressen_US
dc.rights© 2023 The Authors. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Liu, J., Liu, W., Chow, C. L., & Lau, D. (2023). Mechanical improvement of boron nitride nanosheet-reinforced cement paste by multiscale modeling. Patterns, 4(5), 100724 is availale at https://doi.org/10.1016/j.patter.2023.100724.en_US
dc.subjectBoron nitride nanosheetsen_US
dc.subjectCementitious compositeen_US
dc.subjectCohesive zone modelen_US
dc.subjectDSML 2: Proof-of-concept: Data science output has been formulated, implemented, and tested for one domain/problemen_US
dc.subjectMolecular dynamics simulationen_US
dc.subjectMultiscale modelingen_US
dc.titleMechanical improvement of boron nitride nanosheet-reinforced cement paste by multiscale modelingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume4en_US
dc.identifier.issue5en_US
dc.identifier.doi10.1016/j.patter.2023.100724en_US
dcterms.abstractRepresentative volume (RVE) models are constructed to mimic the microstructural characteristics of boron nitride nanosheet (BNNS)-reinforced cement paste. The interfacial properties between BNNSs and cement paste are described by the cohesive zone model (CZM) developed by molecular dynamics (MD) simulations. Based on the RVE models and the MD-based CZM, the mechanical properties of the macroscale cement paste are obtained by finite element analysis (FEA). To validate the accuracy of the MD-based CZM, the tensile strength and compressive strength of BNNS-reinforced cement paste from the FEA are compared with those from measurements. The FEA shows that the compressive strength of BNNS-reinforced cement paste is close to that of the measurements. The discrepancy of the tensile strength of BNNS-reinforced cement paste between the FEA and the measurements is distributed to the load transfer at the BNNS-tobermorite interface through the inclined BNNSs.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationPatterns, 12 May 2023, v. 4, no. 5, 100724en_US
dcterms.isPartOfPatternsen_US
dcterms.issued2023-05-12-
dc.identifier.scopus2-s2.0-85153091834-
dc.identifier.eissn2666-3899en_US
dc.identifier.artn100724en_US
dc.description.validate202310 bcvcen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextCity University of Hong Kongen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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