Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116613
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorKai, MFen_US
dc.creatorLiu, JHen_US
dc.creatorTang, Zen_US
dc.creatorDai, JGen_US
dc.date.accessioned2026-01-06T02:09:18Z-
dc.date.available2026-01-06T02:09:18Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/116613-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.rights© 2024 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2024. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Kai, M.-F., Liu, J.-H., Tang, Z., & Dai, J.-G. (2024). Meso-mechanics of packed C-S-H colloids by nanoindentation: A coarse-grained molecular dynamics study. Construction and Building Materials, 423, 135856 is available at https://doi.org/10.1016/j.conbuildmat.2024.135856.en_US
dc.subjectC-S-Hen_US
dc.subjectCoarse-grained MDen_US
dc.subjectMeso-mechanicsen_US
dc.subjectNanoindentationen_US
dc.subjectStress relaxationen_US
dc.titleMeso-mechanics of packed C-S-H colloids by nanoindentation : a coarse-grained molecular dynamics studyen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage en_US
dc.identifier.epage en_US
dc.identifier.volume423en_US
dc.identifier.issue en_US
dc.identifier.doi10.1016/j.conbuildmat.2024.135856en_US
dcterms.abstractColloidal calcium silicate hydrate (C-S-H) gel significantly contributes to cement paste's strength and durability. In this study, the coarse-grained (CG) models for packed C-S-H colloidal particles with different packing densities were established and meso-mechanically assessed via nanoindentation. Load-depth curves showed indentation hardness values (0.55, 1.16, and 2.63 GPa) for the systems with packing densities (η) of 0.50, 0.55, and 0.60, respectively. Structurally, the nano-indenter had a broader impact on low-density C-S-H (η=0.5, impact radius = 118 and 150 nm respectively at indentation depths = 50 and 100 nm) than high-density C-S-H (η=0.6, impact radius = 106 and 140 nm at the same depths). Low-density colloids were easily compressed without deforming low-depth nearby regions, while high-density colloids were squeezed laterally, causing deformation in these regions. Packed C-S-H colloids displayed two-stage stress relaxation behavior: rapid initial relaxation due to nanoindentation-induced instability, followed by slower relaxation due to C-S-H's viscous nature. Furthermore, higher loading rates caused initial unstable deformation, but better stability after stress relaxation compared to lower loading cases. However, the effect of loading rate on the impact region was negligible. These meso-level insights enhance our comprehension of the C-S-H gel properties in cement paste as well as the nanoindentation mechanics.en_US
dcterms.abstractGraphical abstract: [Figure not available: see fulltext.]en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationConstruction and building materials, 12 Apr. 2024, v. 423, 135856en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2024-04-12-
dc.identifier.scopus2-s2.0-85188421960-
dc.identifier.pmid -
dc.identifier.eissn1879-0526en_US
dc.identifier.artn135856en_US
dc.description.validate202601 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4248b-
dc.identifier.SubFormID52461-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis research was supported by Guangdong Province R&D Plan for Key Areas (Project code: 2019B111107002), the Hong Kong Research Grants Council—Theme-based Research Scheme (Project code: T22-502/18-R), and the NSFC/RGC Joint Research Scheme (Project code: N_CityU542/20).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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