Unsupervised autoencoders with features in the electromechanical impedance domain for early damage assessment in FRP-strengthened concrete elements

Otros/as autores/as

Agencia Estatal de Investigación

Fecha de publicación

2024-09-15



Resumen

This paper presents the development of a robust automatic diagnosis technique that uses raw Electro-Mechanical Impedance (EMI) signals and deep autoencoder models to detect damage in fiber-reinforced-polymers (FRP) strengthened reinforced concrete (RC) elements, for which the most common failure modes occur in a sudden and brittle way by debonding. The contribution of this work is threefold: First, for the first time, two autoencoder models, convolutional and fully connected, based on an unsupervised learning framework supplemented by appropriate pre-processing techniques, are proposed for effective tracking of FRP-strengthened RC elements from raw EMI response variations in different locations of the auscultated structure; their implementation is also extensively investigated. The proposed framework consists of two main components, namely, dimensionality reduction and relationship learning. The first component is to reduce the dimensionality of the raw EMI signal while preserving the necessary information required, and the second component is to perform the relationship learning between the features with the reduced dimensionality and the stiffness reduction parameters of the structure. The approach is beneficial as only the EMI spectrum from the healthy structure state is considered for the training of the autoencoders. Second, the superior performance of the proposed framework is demonstrated. The results show that the proposed technique can accurately detect minor damage in its earliest stages for this kind of strengthened structures, while removing the need for manual or signal processing-based damage sensitive feature extraction from EMI signals for damage diagnosis. Finally, research presented in this work can potentially open up new opportunities for successful condition monitoring of this type of strengthened structures


This research was funded by the Spanish Ministry of Science and Innovation (MCIN/AEI), grants number PID2020‐119015GB‐C21 and PID2020‐119015GB‐C22

Tipo de documento

Artículo


Versión publicada


peer-reviewed

Lengua

Inglés

Publicado por

Elsevier

Documentos relacionados

info:eu-repo/semantics/altIdentifier/doi/10.1016/j.engstruct.2024.118458

info:eu-repo/semantics/altIdentifier/issn/0141-0296

info:eu-repo/semantics/altIdentifier/eissn/1873-7323

PID2020‐119015GB‐C22

info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-119015GB-C22/ES/MEJORA DE LA EFICIENCIA DEL REFUERZO DE ESTRUCTURAS DE HORMIGON CON FRP. ANALISIS Y DISEÑO DE SISTEMAS DE ANCLAJE PARA EVITAR EL FALLO PREMATURO POR ADHERENCIA/

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Derechos

Reconeixement-NoComercial-SenseObraDerivada 4.0 Internacional

http://creativecommons.org/licenses/by-nc-nd/4.0

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