Material characterization and piezoresistive sensing capability assessment of thin-walled CNT-embedded ultra-high performance concrete

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dc.contributor.authorSeo, Joonhoko
dc.contributor.authorJang, Daeikko
dc.contributor.authorYang, Beomjooko
dc.contributor.authorYoon, Hyun Noko
dc.contributor.authorJang, Jeong Gookko
dc.contributor.authorPark, Solmoiko
dc.contributor.authorLee, Haeng-Kiko
dc.date.accessioned2022-11-29T07:00:42Z-
dc.date.available2022-11-29T07:00:42Z-
dc.date.created2022-11-29-
dc.date.created2022-11-29-
dc.date.created2022-11-29-
dc.date.created2022-11-29-
dc.date.created2022-11-29-
dc.date.issued2022-11-
dc.identifier.citationCEMENT & CONCRETE COMPOSITES, v.134-
dc.identifier.issn0958-9465-
dc.identifier.urihttp://hdl.handle.net/10203/301240-
dc.description.abstractThe present study performed material characterization and assessed the piezoresistive sensing capabilities of thin-walled carbon nanotube (TWCNT)-embedded ultra-high performance concrete (UHPC). TWCNTs were incorporated into UHPC from 0 to 0.5% by cement mass. The fresh-state behavior of the samples degraded as the TWCNT content increased. The TWCNT content lower than 0.2–0.3% induced a nucleation effect in the samples; nevertheless, the TWCNT content exceeding this range hindered the hydration. The degree of autogenous shrinkage of the samples proportionally decreased with the TWCNT content owing to the hindered hydration and nano-reinforcing effect of TWCNTs. The electrical percolation threshold range was found to be approximately 0.2% in the TWCNTs, which was further proven by the notable FCR variations in the sample with TWCNT of 0.2% upon cyclic loading test. TWCNTs exceeding the percolation threshold level exhibited stable FCR values regardless of the extent of compressive loading, loading frequency, and number of loading cycles.-
dc.languageEnglish-
dc.publisherELSEVIER SCI LTD-
dc.titleMaterial characterization and piezoresistive sensing capability assessment of thin-walled CNT-embedded ultra-high performance concrete-
dc.typeArticle-
dc.identifier.wosid000877776600003-
dc.identifier.scopusid2-s2.0-85140314927-
dc.type.rimsART-
dc.citation.volume134-
dc.citation.publicationnameCEMENT & CONCRETE COMPOSITES-
dc.identifier.doi10.1016/j.cemconcomp.2022.104808-
dc.contributor.localauthorLee, Haeng-Ki-
dc.contributor.nonIdAuthorYang, Beomjoo-
dc.contributor.nonIdAuthorJang, Jeong Gook-
dc.contributor.nonIdAuthorPark, Solmoi-
dc.description.isOpenAccessN-
dc.type.journalArticleArticle-
dc.subject.keywordAuthorElectrical conductivity-
dc.subject.keywordAuthorHydration-
dc.subject.keywordAuthorPiezoresistive sensing-
dc.subject.keywordAuthorThin-walled CNT-
dc.subject.keywordAuthorUltra-high performance concrete-
dc.subject.keywordPlusHARDENED CEMENT PASTE-
dc.subject.keywordPlusCARBON NANOTUBE-
dc.subject.keywordPlusMECHANICAL-PROPERTIES-
dc.subject.keywordPlusAUTOGENOUS SHRINKAGE-
dc.subject.keywordPlusPORTLAND-CEMENT-
dc.subject.keywordPlusCOMPOSITES-
dc.subject.keywordPlusHYDRATION-
dc.subject.keywordPlusSILICA-
dc.subject.keywordPlusTEMPERATURE-
dc.subject.keywordPlusSTRENGTH-
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CE-Journal Papers(저널논문)
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