Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116593
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorSha, Xen_US
dc.creatorZhu, Sen_US
dc.date.accessioned2026-01-06T02:09:03Z-
dc.date.available2026-01-06T02:09:03Z-
dc.identifier.isbn en_US
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/116593-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectBaseline-freeen_US
dc.subjectConcrete cubesen_US
dc.subjectElastic constantsen_US
dc.subjectElectromechanical impedance resonance methoden_US
dc.subjectEmbedded PZT patchesen_US
dc.titleA novel electromechanical impedance resonance method for measuring elastic constants of very-early-age concrete cubesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage en_US
dc.identifier.epage en_US
dc.identifier.volume503en_US
dc.identifier.issue en_US
dc.identifier.doi10.1016/j.conbuildmat.2025.144134en_US
dcterms.abstractMeasuring early-age properties of concrete is an essential yet challenging task. Traditional dynamic resonance methods cannot measure very-early-age elastic constants of concrete because sensors cannot be installed before demolding. The existing electromechanical impedance (EMI) technique in the literature, considered an emerging type of resonance method, can typically work only after the initial setting of concrete. The high damping ratios and dramatic changes in Poisson’s ratio of concrete at very-early ages challenge mode identification and evaluation accuracy of the existing EMI techniques. To address this research gap, this study presents a novel EMI technique to measure the elastic constants of very-early-age concrete cubes using embedded piezoelectric patches. Numerical investigations were conducted first to explore sensor installation strategies and establish evaluation procedures. Experiments were subsequently conducted to validate the effectiveness and accuracy of the proposed EMI technique by comparing it with standard dynamic and static methods. Continuous monitoring tests showed that the proposed method could measure the elastic constants of concrete as early as 2 h after casting, which the traditional dynamic and EMI methods could hardly achieve.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, 12 Dec. 2025, v. 503, 144134en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2025-12-12-
dc.identifier.scopus2-s2.0-105022272448-
dc.identifier.pmid -
dc.identifier.artn144134en_US
dc.description.validate202601 bcch-
dc.identifier.FolderNumbera4247-
dc.identifier.SubFormID52415-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors gratefully acknowledge the financial support provided by the Research Grants Council of Hong Kong through the Theme-based Research Scheme (No. T22-502/18-R) and Research Impact Fund (No. R5006-23), the Smart Traffic Fund of Transport Department of Hong Kong (PSRI/68/2306/RA), the Otto Poon Research Institute for Climate-Resilient Infrastructure (N-ZH7Y), and the Guangdong-Hong Kong Joint Laboratory for Marine Infrastructure (No. K-ZGR4).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-12-12en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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