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Ultrasonic signal modality: A novel approach for concrete damage evaluation

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Ultrasonic signal modality: A novel approach for concrete damage evaluation

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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. doi:10.1016/j.cemconres.2017.08.011

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/101123

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Title: Ultrasonic signal modality: A novel approach for concrete damage evaluation
Author:
UPV Unit: Universitat Politècnica de València. Departamento de Comunicaciones - Departament de Comunicacions
Universitat Politècnica de València. Instituto Universitario de Telecomunicación y Aplicaciones Multimedia - Institut Universitari de Telecomunicacions i Aplicacions Multimèdia
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
Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Issued date:
Embargo end date: 2019-11-01
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 ...[+]
Subjects: NDT , Recurrence Quantification Analysis , Concrete , Ultrasonics , Damage , Signal modality , Frequency sweep
Copyrigths: Embargado
Source:
Cement and Concrete Research. (issn: 0008-8846 )
DOI: 10.1016/j.cemconres.2017.08.011
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.cemconres.2017.08.011
Thanks:
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.[+]
Type: Artículo

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