Structural integrity identification based on smart materials and neural networks

Detalhes bibliográficos
Autor(a) principal: Lopes, Vicente [UNESP]
Data de Publicação: 2000
Outros Autores: Park, Gyuhae [UNESP], Cudney, Harley H. [UNESP], Inman, Daniel J. [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/219234
Resumo: This paper presents a non-model based technique to detect, locate, and characterize structural damage by combining the impedance-based structural health monitoring technique with an artificial neural network. The impedance-based structural health monitoring technique, which utilizes the electromechanical coupling property of piezoelectric materials, has shown engineering feasibility in a variety of practical field applications. Relying on high frequency structural excitations (typically >30 kHz), this technique is very sensitive to minor structural changes in the near field of the piezoelectric sensors. In order to quantitatively assess the state of structures, two sets of artificial neural networks, which utilize measured electrical impedance signals for input patterns, were developed. By employing high frequency ranges and by incorporating neural network features, this technique is able to detect the damage in its early stage and to estimate the nature of damage without prior knowledge of the model of structures. The paper concludes with an experimental example, an investigation on a massive quarter scale model of a steel bridge section, in order to verify the performance of this proposed methodology.
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spelling Structural integrity identification based on smart materials and neural networksThis paper presents a non-model based technique to detect, locate, and characterize structural damage by combining the impedance-based structural health monitoring technique with an artificial neural network. The impedance-based structural health monitoring technique, which utilizes the electromechanical coupling property of piezoelectric materials, has shown engineering feasibility in a variety of practical field applications. Relying on high frequency structural excitations (typically >30 kHz), this technique is very sensitive to minor structural changes in the near field of the piezoelectric sensors. In order to quantitatively assess the state of structures, two sets of artificial neural networks, which utilize measured electrical impedance signals for input patterns, were developed. By employing high frequency ranges and by incorporating neural network features, this technique is able to detect the damage in its early stage and to estimate the nature of damage without prior knowledge of the model of structures. The paper concludes with an experimental example, an investigation on a massive quarter scale model of a steel bridge section, in order to verify the performance of this proposed methodology.UNESP, Ilha SolteiraUNESP, Ilha SolteiraUniversidade Estadual Paulista (UNESP)Lopes, Vicente [UNESP]Park, Gyuhae [UNESP]Cudney, Harley H. [UNESP]Inman, Daniel J. [UNESP]2022-04-28T18:54:30Z2022-04-28T18:54:30Z2000-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article510-515Proceedings of the International Modal Analysis Conference - IMAC, v. 1, p. 510-515.1046-6770http://hdl.handle.net/11449/2192342-s2.0-0033885910Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengProceedings of the International Modal Analysis Conference - IMACinfo:eu-repo/semantics/openAccess2022-04-28T18:54:30Zoai:repositorio.unesp.br:11449/219234Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T16:02:54.355011Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Structural integrity identification based on smart materials and neural networks
title Structural integrity identification based on smart materials and neural networks
spellingShingle Structural integrity identification based on smart materials and neural networks
Lopes, Vicente [UNESP]
title_short Structural integrity identification based on smart materials and neural networks
title_full Structural integrity identification based on smart materials and neural networks
title_fullStr Structural integrity identification based on smart materials and neural networks
title_full_unstemmed Structural integrity identification based on smart materials and neural networks
title_sort Structural integrity identification based on smart materials and neural networks
author Lopes, Vicente [UNESP]
author_facet Lopes, Vicente [UNESP]
Park, Gyuhae [UNESP]
Cudney, Harley H. [UNESP]
Inman, Daniel J. [UNESP]
author_role author
author2 Park, Gyuhae [UNESP]
Cudney, Harley H. [UNESP]
Inman, Daniel J. [UNESP]
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (UNESP)
dc.contributor.author.fl_str_mv Lopes, Vicente [UNESP]
Park, Gyuhae [UNESP]
Cudney, Harley H. [UNESP]
Inman, Daniel J. [UNESP]
description This paper presents a non-model based technique to detect, locate, and characterize structural damage by combining the impedance-based structural health monitoring technique with an artificial neural network. The impedance-based structural health monitoring technique, which utilizes the electromechanical coupling property of piezoelectric materials, has shown engineering feasibility in a variety of practical field applications. Relying on high frequency structural excitations (typically >30 kHz), this technique is very sensitive to minor structural changes in the near field of the piezoelectric sensors. In order to quantitatively assess the state of structures, two sets of artificial neural networks, which utilize measured electrical impedance signals for input patterns, were developed. By employing high frequency ranges and by incorporating neural network features, this technique is able to detect the damage in its early stage and to estimate the nature of damage without prior knowledge of the model of structures. The paper concludes with an experimental example, an investigation on a massive quarter scale model of a steel bridge section, in order to verify the performance of this proposed methodology.
publishDate 2000
dc.date.none.fl_str_mv 2000-01-01
2022-04-28T18:54:30Z
2022-04-28T18:54:30Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv Proceedings of the International Modal Analysis Conference - IMAC, v. 1, p. 510-515.
1046-6770
http://hdl.handle.net/11449/219234
2-s2.0-0033885910
identifier_str_mv Proceedings of the International Modal Analysis Conference - IMAC, v. 1, p. 510-515.
1046-6770
2-s2.0-0033885910
url http://hdl.handle.net/11449/219234
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Proceedings of the International Modal Analysis Conference - IMAC
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 510-515
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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