Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/116593
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.creator | Sha, X | en_US |
| dc.creator | Zhu, S | en_US |
| dc.date.accessioned | 2026-01-06T02:09:03Z | - |
| dc.date.available | 2026-01-06T02:09:03Z | - |
| dc.identifier.isbn | en_US | |
| dc.identifier.issn | 0950-0618 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10397/116593 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier BV | en_US |
| dc.subject | Baseline-free | en_US |
| dc.subject | Concrete cubes | en_US |
| dc.subject | Elastic constants | en_US |
| dc.subject | Electromechanical impedance resonance method | en_US |
| dc.subject | Embedded PZT patches | en_US |
| dc.title | A novel electromechanical impedance resonance method for measuring elastic constants of very-early-age concrete cubes | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.spage | en_US | |
| dc.identifier.epage | en_US | |
| dc.identifier.volume | 503 | en_US |
| dc.identifier.issue | en_US | |
| dc.identifier.doi | 10.1016/j.conbuildmat.2025.144134 | en_US |
| dcterms.abstract | Measuring 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.accessRights | embargoed access | en_US |
| dcterms.bibliographicCitation | Construction and building materials, 12 Dec. 2025, v. 503, 144134 | en_US |
| dcterms.isPartOf | Construction and building materials | en_US |
| dcterms.issued | 2025-12-12 | - |
| dc.identifier.scopus | 2-s2.0-105022272448 | - |
| dc.identifier.pmid | - | |
| dc.identifier.artn | 144134 | en_US |
| dc.description.validate | 202601 bcch | - |
| dc.identifier.FolderNumber | a4247 | - |
| dc.identifier.SubFormID | 52415 | - |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | The 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.pubStatus | Published | en_US |
| dc.date.embargo | 2027-12-12 | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.



