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dc.contributor.authorCarrión, Alicia
dc.contributor.authorGenovés Gómez, Vicente
dc.contributor.authorGosálbez, J.
dc.contributor.authorMiralles, R.
dc.contributor.authorPayá, Jordi
dc.date.accessioned2026-07-01T07:49:46Z
dc.date.available2026-07-01T07:49:46Z
dc.date.issued2017
dc.identifier.citationCarrión, A., Genovés Gómez, V., Gosálbez, J., Miralles, R., y Payá, J. (2017). Ultrasonic signal modality: A novel approach for concrete damage evaluation. Cement and Concrete Research, 101, 25-32. https://doi.org/10.1016/j.cemconres.2017.08.011es
dc.identifier.issn0008-8846
dc.identifier.urihttp://hdl.handle.net/20.500.12251/4896
dc.description.abstractIn this paper, a new approach for characterizing material damage, using ultrasonic waves, is proposed. Two concrete series with two types of cement with different C3A content and similar mechanical properties were subjected to external sulphate attack (ESA) and evaluated using a novel Recurrence Plot Quantification Analysis (RQA) method. This brand new technique was compared with several methods, such as mechanical tests (compressive and flexural strength determination), dynamic test (dynamic modulus) measurements, and traditional ultrasonic measurements (propagation velocity and ultrasonic wave attenuation). In these experiments, RQA showed a high sensitivity to damage in spoiled series, improving the reliability of damage detection with ultrasonics in non-homogeneous materials compared to other non-destructive techniques. Interesting advantages of this new non-destructive technique are: a) the RQA parameter is normalized (range of 0 to 1); b) a calibration process is not required; c) the values of its standard deviation show the dispersion of the damage. It can contribute greatly to the diagnosis of the degree of damage to a material, when combined with other traditional measures such as the attenuation of the material. © 2017 Elsevier Ltdes
dc.language.isoenges
dc.publisherElsevier Ltdes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleUltrasonic signal modality: A novel approach for concrete damage evaluationes
dc.typearticle
dc.identifier.doi10.1016/j.cemconres.2017.08.011
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85028761010&doi=10.1016%2fj.cemconres.2017.08.011&partnerID=40&md5=7c1ec7f34e228ac21adf989fbd421f5d
dc.journal.titleCement and Concrete Researches
dc.page.initial25es
dc.page.final32es
dc.rights.accessRightsopenAccesses
dc.subject.keywordHormigónes
dc.subject.keywordUltrasonidos -ensayo-es
dc.subject.keywordEnsayo No Destructivo (END)es
dc.subject.keywordTécnicas no destructivases
dc.subject.keywordDañoses
dc.subject.keywordResistencia a compresiónes
dc.subject.keywordResistencia a flexiónes
dc.subject.keywordCementoes
dc.subject.keywordSulfataciónes
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.subject.unesco3305.37 Planificación Urbanaes
dc.subject.unesco3312 Tecnología de Materialeses
dc.subject.unesco2201.09 Ultrasonidoses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.volume.number101


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