Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/114761
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorSha, X-
dc.creatorZhu, S-
dc.date.accessioned2025-08-25T04:07:09Z-
dc.date.available2025-08-25T04:07:09Z-
dc.identifier.issn0022-460X-
dc.identifier.urihttp://hdl.handle.net/10397/114761-
dc.language.isoenen_US
dc.publisherAcademic Pressen_US
dc.subjectAnisotropyen_US
dc.subjectElastic constantsen_US
dc.subjectElectromechanical impedance methoden_US
dc.subjectMode selectionen_US
dc.subjectWall effecten_US
dc.titleJoint measurement of modulus of elasticity and poisson’s ratio of concrete cubes by actuating special vibration modes : a novel baseline-free techniqueen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume618-
dc.identifier.doi10.1016/j.jsv.2025.119288-
dcterms.abstractElastic constants (e.g., modulus of elasticity and Poisson's ratio) of concrete are vital material properties commonly measured by standard static tests (such as the destructive tests of cylinders or prisms), but the corresponding measurement results usually present a large dispersion. In addition, though extensively applied to measure modulus of elasticity, traditional dynamic methods cannot stably measure Poisson's ratio of concrete, because of their sensitivity to material anisotropy and wall effects of concrete. To overcome these deficiencies, this paper, for the first time, presents a highly accurate method for directly measuring the elastic constants of concrete cubes with high stability using an improved baseline-free electromechanical impedance technique. With the ability of piezoelectric sensors to effectively capture a series of vibration modes of a concrete cube, unique modes can be identified, actuated, and employed for measurement. In this study, a series of numerical analyses were conducted firstly to (a) search anisotropy-insensitive vibration modes of a cube, (b) design corresponding sensor installation strategies for target modes extraction, (c) establish the quantitative evaluation methods, and (d) examine the reliability of the proposed method by considering anisotropy and wall effects. Then, experiments on concrete cubes were performed to show the high accuracy, stability, and reproducibility of the proposed method by comparing it with traditional standard static and dynamic methods.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationJournal of sound and vibration, 10 Dec. 2025, v. 618, pt. A, 119288-
dcterms.isPartOfJournal of sound and vibration-
dcterms.issued2025-12-10-
dc.identifier.scopus2-s2.0-105009238527-
dc.identifier.eissn1095-8568-
dc.identifier.artn119288-
dc.description.validate202508 bcch-
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000087/2025-07en_US
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\u2013502/18-R) and Research Impact Fund (No. R5006\u201323), the Guangdong-Hong Kong Joint Laboratory for Marine Infrastructure (ZGR4), and The Hong Kong Polytechnic University (Nos. CDB6, CDKN, W02L).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-12-10en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-12-10
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