Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116565
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributorResearch Centre for Resources Engineering towards Carbon Neutralityen_US
dc.creatorQin, Qen_US
dc.creatorSu, Ben_US
dc.creatorMa, Zen_US
dc.creatorSun, Ren_US
dc.creatorZheng, Yen_US
dc.creatorCui, Ken_US
dc.creatorShen, Pen_US
dc.creatorPoon, CSen_US
dc.date.accessioned2026-01-05T07:24:23Z-
dc.date.available2026-01-05T07:24:23Z-
dc.identifier.issn0958-9465en_US
dc.identifier.urihttp://hdl.handle.net/10397/116565-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.subjectDamage mechanismen_US
dc.subjectInhomogeneous massen_US
dc.subjectMechanical propertiesen_US
dc.subjectMineralized steel slag compactsen_US
dc.titleCharacterization of the inhomogeneity of mineralized steel slag compacts (MSSCs) and its effect on mechanical properties and damageen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume162en_US
dc.identifier.doi10.1016/j.cemconcomp.2025.106152en_US
dcterms.abstractIn this study, the spatial and temporal evolution of mineralized steel slag compacts (MSSCs) in terms of mineral composition, microstructure, and micromechanical properties is systematically investigated to characterize and quantify their inhomogeneity. Furthermore, the impact of the inhomogeneity in MSSC on its mechanical behavior and damage mechanisms is explored to uncover the intrinsic connection between them. The results indicate that the MSSC is an inhomogeneous mass, with the extent of inhomogeneity influenced by the carbonation time. Notably, the MSSC experiences brittle damage at lower strengths and exhibits localized stress instability during loading. As the carbonation time increases from 6 to 72 h, the mineral content and carbonation degree within the MSSCs gradually shift from an inhomogeneous to a relatively homogeneous distribution; however, the micromechanical parameters remain inhomogeneously distributed. Furthermore, the proportion of tensile cracks increases from 55.2 % to 72.0 %, indicating a shift in the failure mode from mixed shear-tensile damage to predominantly tensile damage in MSCC. The outer layer of the MSSC exerts a constraining effect on the inner layer, similar to the function of steel pipe in concrete-filled steel tube, effectively inhibiting deformation and damage to the inner layer.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationCement and concrete composites, Sept. 2025, v. 162, 106152en_US
dcterms.isPartOfCement and concrete compositesen_US
dcterms.issued2025-09-
dc.identifier.scopus2-s2.0-105007061555-
dc.identifier.eissn1873-393Xen_US
dc.identifier.artn106152en_US
dc.description.validate202601 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000611/2025-11-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors extremely acknowledge the National Key Research and Development Program of China (2024YFB3714802), Sun Hung Kai Properties and the Hong Kong Polytechnic University Collaboration project, Global Cement and Concrete Association, and China Resources Power Holdings (Shenshan) Co. Ltd for financial support.en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-09-30en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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