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Spatially resolved capacitance-based stress self-sensing in concrete

dc.contributor.authorChung, D. D. L.
dc.contributor.authorÖztürk, Murat
dc.contributor.buuauthorÖZTÜRK, MURAT
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Bölümü
dc.contributor.orcid0000-0002-5202-8246
dc.contributor.researcheridAAE-1138-2020
dc.date.accessioned2025-02-06T06:03:10Z
dc.date.available2025-02-06T06:03:10Z
dc.date.issued2024-08-26
dc.description.abstractSpatially resolved capacitance-based stress self-sensing in unmodified concrete has been demonstrated. The spatial resolution is 45 mm in one dimension, which is in the direction of the capacitance measurement. Parallel coplanar component electrodes (aluminum, 5-mm wide), attached to the concrete using double-sided adhesive tape) separated by 45 mm are used to measure the in-plane capacitance in the direction perpendicular to the length of the electrodes. Combinations of component electrodes are electrically connected to form an electrode. The capacitance ranges from 200 pF to 750 pF. The greater is the number of component electrodes in an electrode, the higher is the capacitance. The compressive loading is applied at selected areas located between adjacent component electrodes. The stress (defined as load divided by the 300 x300-mm2 concrete area) is up to 3000 Pa. The load decreases the capacitance monotonically and reversibly. The fractional decrease in capacitance ranges from 0.1 % to 0.5 %. More spatially concentrated loading, as for loading near the edges of the specimen, gives greater fractional decrease in capacitance. The capacitance decreases with increasing interelectrode distance. Embedded steel rebars with a 20.0-mm concrete cover do not affect the capacitance or capacitance-based sensing.
dc.identifier.doi10.1016/j.isatra.2024.06.034
dc.identifier.eissn1879-2022
dc.identifier.endpage307
dc.identifier.issn0019-0578
dc.identifier.scopus2-s2.0-85197791729
dc.identifier.startpage299
dc.identifier.urihttps://doi.org/10.1016/j.isatra.2024.06.034
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0019057824003215
dc.identifier.urihttps://hdl.handle.net/11452/50134
dc.identifier.volume152
dc.identifier.wos001301901900001
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherElsevier
dc.relation.journalIsa Transactions
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectConcrete
dc.subjectSelf-sensing
dc.subjectStress
dc.subjectCapacitance
dc.subjectElectrical behavior
dc.subjectSpatially resolved
dc.subjectScience & technology
dc.subjectTechnology
dc.subjectEngineering, multidisciplinary
dc.subjectInstruments & instrumentation
dc.subjectAutomation & control systems
dc.subjectEngineering
dc.titleSpatially resolved capacitance-based stress self-sensing in concrete
dc.typeArticle
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Bölümü
local.indexed.atWOS
local.indexed.atScopus
relation.isAuthorOfPublicationcb1087fb-c943-4089-afd8-3cbeb271f49e
relation.isAuthorOfPublication.latestForDiscoverycb1087fb-c943-4089-afd8-3cbeb271f49e

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