Structural integrity identification based on smart materials and neural networks
Autor(a) principal: | |
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Data de Publicação: | 2000 |
Outros Autores: | , , |
Tipo de documento: | Artigo de conferência |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://www.thieme-connect.com/ejournals/abstract/10.1055/s-2006-949763 http://hdl.handle.net/11449/9889 |
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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Repositório Institucional da UNESP |
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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, Dept Mech Engn, BR-13385000 Ilha Solteira, SP, BrazilUNESP, Dept Mech Engn, BR-13385000 Ilha Solteira, SP, BrazilSoc Experimental Mechanics IncUniversidade Estadual Paulista (Unesp)Lopes, VPark, G.Cudney, H. H.Inman, D. J.2014-05-20T13:29:22Z2014-05-20T13:29:22Z2000-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject510-515http://www.thieme-connect.com/ejournals/abstract/10.1055/s-2006-949763Imac-xviii: A Conference on Structural Dynamics, Vols 1 and 2, Proceedings. Bethel: Soc Experimental Mechanics Inc., v. 4062, p. 510-515, 2000.0277-786Xhttp://hdl.handle.net/11449/9889WOS:000086462600077Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengImac-xviii: A Conference on Structural Dynamics, Vols 1 and 2, Proceedingsinfo:eu-repo/semantics/openAccess2024-07-04T20:06:35Zoai:repositorio.unesp.br:11449/9889Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T15:11:38.346870Repositório 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, V |
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, V |
author_facet |
Lopes, V Park, G. Cudney, H. H. Inman, D. J. |
author_role |
author |
author2 |
Park, G. Cudney, H. H. Inman, D. J. |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Lopes, V Park, G. Cudney, H. H. Inman, D. J. |
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 2014-05-20T13:29:22Z 2014-05-20T13:29:22Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/conferenceObject |
format |
conferenceObject |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://www.thieme-connect.com/ejournals/abstract/10.1055/s-2006-949763 Imac-xviii: A Conference on Structural Dynamics, Vols 1 and 2, Proceedings. Bethel: Soc Experimental Mechanics Inc., v. 4062, p. 510-515, 2000. 0277-786X http://hdl.handle.net/11449/9889 WOS:000086462600077 |
url |
http://www.thieme-connect.com/ejournals/abstract/10.1055/s-2006-949763 http://hdl.handle.net/11449/9889 |
identifier_str_mv |
Imac-xviii: A Conference on Structural Dynamics, Vols 1 and 2, Proceedings. Bethel: Soc Experimental Mechanics Inc., v. 4062, p. 510-515, 2000. 0277-786X WOS:000086462600077 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Imac-xviii: A Conference on Structural Dynamics, Vols 1 and 2, Proceedings |
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.publisher.none.fl_str_mv |
Soc Experimental Mechanics Inc |
publisher.none.fl_str_mv |
Soc Experimental Mechanics Inc |
dc.source.none.fl_str_mv |
Web of Science 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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1808128477731225600 |