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dc.contributor.author | Carrión García, Alicia | es_ES |
dc.contributor.author | Genovés, V. | es_ES |
dc.contributor.author | Gosálbez Castillo, Jorge | es_ES |
dc.contributor.author | Miralles Ricós, Ramón | es_ES |
dc.contributor.author | Paya Bernabeu, Jorge Juan | es_ES |
dc.date.accessioned | 2018-04-28T04:12:53Z | |
dc.date.available | 2018-04-28T04:12:53Z | |
dc.date.issued | 2017 | es_ES |
dc.identifier.issn | 0008-8846 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/101123 | |
dc.description.abstract | [EN] In 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. | es_ES |
dc.description.sponsorship | This work was supported by the Spanish Government under grants TEC2011-23403, BIA2014-55311-C2-1-P and BIA2014-55311-C2-2-P. This work is protected by the Spanish Patent and Trademark Office (SPTO) under reference P201630212. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Cement and Concrete Research | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | NDT | es_ES |
dc.subject | Recurrence Quantification Analysis | es_ES |
dc.subject | Concrete | es_ES |
dc.subject | Ultrasonics | es_ES |
dc.subject | Damage | es_ES |
dc.subject | Signal modality | es_ES |
dc.subject | Frequency sweep | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.subject.classification | TEORIA DE LA SEÑAL Y COMUNICACIONES | es_ES |
dc.title | Ultrasonic signal modality: A novel approach for concrete damage evaluation | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.cemconres.2017.08.011 | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MINECO//BIA2014-55311-C2-1-P/ES/NUEVAS APLICACIONES DE ENSAYOS NO DESTRUCTIVOS BASADOS EN ONDAS MECANICAS PARA LA EVALUACION DE LA DEGRADACION EN MATERIALES CEMENTANTES./ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MICINN//TEC2011-23403/ES/ALGORITMOS PARA EL ANALISIS DE MODALIDAD DE SEÑAL: APLICACION EN EL PROCESADO AVANZADO DE SEÑALES ACUSTICAS/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MINECO//BIA2014-55311-C2-2-P/ES/NUEVAS APLICACIONES DE ENSAYOS NO DESTRUCTIVOS BASADOS EN ONDAS MECANICAS PARA LA EVALUACION DE LA DEGRADACION EN MATERIALES CEMENTANTES/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Comunicaciones - Departament de Comunicacions | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto Universitario de Telecomunicación y Aplicaciones Multimedia - Institut Universitari de Telecomunicacions i Aplicacions Multimèdia | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó | es_ES |
dc.description.bibliographicCitation | Carrión García, A.; Genovés, V.; Gosálbez Castillo, J.; Miralles Ricós, R.; Paya Bernabeu, JJ. (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.2017.08.011 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.1016/j.cemconres.2017.08.011 | es_ES |
dc.description.upvformatpinicio | 25 | es_ES |
dc.description.upvformatpfin | 32 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 101 | es_ES |
dc.relation.pasarela | S\355316 | es_ES |
dc.contributor.funder | Ministerio de Ciencia e Innovación | es_ES |