Optimal frequency range for structural health monitoring using electric impedance technique

Detalhes bibliográficos
Autor(a) principal: Marqui, Clayton Rodrigo [UNESP]
Data de Publicação: 2008
Outros Autores: Da Silva, Samuel, Bueno, Douglas Domingues [UNESP], Santos, Rodrigo Borges [UNESP], Lopes, Vicente [UNESP]
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/220575
Resumo: This paper aims to find the best frequency range for structural health monitoring considering external disturbance effect. The proposed damage-sensitive index can be used to detect and locate minor structural faults in aerospace, civil, or mechanical systems. Electric impedance is directly computed using a non-parametric relationship between electrical signals obtained from patches of piezoceramics (PZT) coupled in flexible structures as sensor/actuator, namely a smart structure. In the experimental application, the external disturbance was generated by another PZT actuator bonded closely of the sensor/actuator. The correlation coefficient deviation was investigated as metric chart using the absolute impedance signals. In order to establish a threshold value to recognize the actual integrity stage of the structure the one-way analysis of variance (ANOVA) is performed bended with the Scheffe's multiple comparison procedure. Comparisons were made in an experimental test-bed using an aluminum plate with two PZTs as sensor/actuator and one PZT as external disturbance bonded on the surface considering several structural conditions. The experimental results demonstrated the efficacy of the approach. Careful attention is necessary to choose correctly the frequency range that may be utilized to characterize the influence of the external disturbance in a further monitoring in a real-world structure using smart structure concepts.
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spelling Optimal frequency range for structural health monitoring using electric impedance techniqueAnovaExternal disturbanceMultiple comparison proceduresSmart structuresStructural health monitoringThis paper aims to find the best frequency range for structural health monitoring considering external disturbance effect. The proposed damage-sensitive index can be used to detect and locate minor structural faults in aerospace, civil, or mechanical systems. Electric impedance is directly computed using a non-parametric relationship between electrical signals obtained from patches of piezoceramics (PZT) coupled in flexible structures as sensor/actuator, namely a smart structure. In the experimental application, the external disturbance was generated by another PZT actuator bonded closely of the sensor/actuator. The correlation coefficient deviation was investigated as metric chart using the absolute impedance signals. In order to establish a threshold value to recognize the actual integrity stage of the structure the one-way analysis of variance (ANOVA) is performed bended with the Scheffe's multiple comparison procedure. Comparisons were made in an experimental test-bed using an aluminum plate with two PZTs as sensor/actuator and one PZT as external disturbance bonded on the surface considering several structural conditions. The experimental results demonstrated the efficacy of the approach. Careful attention is necessary to choose correctly the frequency range that may be utilized to characterize the influence of the external disturbance in a further monitoring in a real-world structure using smart structure concepts.Group of Intelligent Material and Systems (GMSINT) Department of Mechanical Engineering Universidade Estadual Paulista, UNESP, Av. Brasil n 56Department of Mechanical Design Faculty of Mechanical Engineering State University of Campinas - UNICAMP Rua Mendeleiev s/n Cidade UniveristariA, P.O. Box 6122Group of Intelligent Material and Systems (GMSINT) Department of Mechanical Engineering Universidade Estadual Paulista, UNESP, Av. Brasil n 56Universidade Estadual Paulista (UNESP)Universidade Estadual de Campinas (UNICAMP)Marqui, Clayton Rodrigo [UNESP]Da Silva, SamuelBueno, Douglas Domingues [UNESP]Santos, Rodrigo Borges [UNESP]Lopes, Vicente [UNESP]2022-04-28T19:03:01Z2022-04-28T19:03:01Z2008-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject7th European Conference on Structural Dynamics, EURODYN 2008.http://hdl.handle.net/11449/2205752-s2.0-84959908383Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPeng7th European Conference on Structural Dynamics, EURODYN 2008info:eu-repo/semantics/openAccess2022-04-28T19:03:01Zoai:repositorio.unesp.br:11449/220575Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462022-04-28T19:03:01Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Optimal frequency range for structural health monitoring using electric impedance technique
title Optimal frequency range for structural health monitoring using electric impedance technique
spellingShingle Optimal frequency range for structural health monitoring using electric impedance technique
Marqui, Clayton Rodrigo [UNESP]
Anova
External disturbance
Multiple comparison procedures
Smart structures
Structural health monitoring
title_short Optimal frequency range for structural health monitoring using electric impedance technique
title_full Optimal frequency range for structural health monitoring using electric impedance technique
title_fullStr Optimal frequency range for structural health monitoring using electric impedance technique
title_full_unstemmed Optimal frequency range for structural health monitoring using electric impedance technique
title_sort Optimal frequency range for structural health monitoring using electric impedance technique
author Marqui, Clayton Rodrigo [UNESP]
author_facet Marqui, Clayton Rodrigo [UNESP]
Da Silva, Samuel
Bueno, Douglas Domingues [UNESP]
Santos, Rodrigo Borges [UNESP]
Lopes, Vicente [UNESP]
author_role author
author2 Da Silva, Samuel
Bueno, Douglas Domingues [UNESP]
Santos, Rodrigo Borges [UNESP]
Lopes, Vicente [UNESP]
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (UNESP)
Universidade Estadual de Campinas (UNICAMP)
dc.contributor.author.fl_str_mv Marqui, Clayton Rodrigo [UNESP]
Da Silva, Samuel
Bueno, Douglas Domingues [UNESP]
Santos, Rodrigo Borges [UNESP]
Lopes, Vicente [UNESP]
dc.subject.por.fl_str_mv Anova
External disturbance
Multiple comparison procedures
Smart structures
Structural health monitoring
topic Anova
External disturbance
Multiple comparison procedures
Smart structures
Structural health monitoring
description This paper aims to find the best frequency range for structural health monitoring considering external disturbance effect. The proposed damage-sensitive index can be used to detect and locate minor structural faults in aerospace, civil, or mechanical systems. Electric impedance is directly computed using a non-parametric relationship between electrical signals obtained from patches of piezoceramics (PZT) coupled in flexible structures as sensor/actuator, namely a smart structure. In the experimental application, the external disturbance was generated by another PZT actuator bonded closely of the sensor/actuator. The correlation coefficient deviation was investigated as metric chart using the absolute impedance signals. In order to establish a threshold value to recognize the actual integrity stage of the structure the one-way analysis of variance (ANOVA) is performed bended with the Scheffe's multiple comparison procedure. Comparisons were made in an experimental test-bed using an aluminum plate with two PZTs as sensor/actuator and one PZT as external disturbance bonded on the surface considering several structural conditions. The experimental results demonstrated the efficacy of the approach. Careful attention is necessary to choose correctly the frequency range that may be utilized to characterize the influence of the external disturbance in a further monitoring in a real-world structure using smart structure concepts.
publishDate 2008
dc.date.none.fl_str_mv 2008-01-01
2022-04-28T19:03:01Z
2022-04-28T19:03:01Z
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 7th European Conference on Structural Dynamics, EURODYN 2008.
http://hdl.handle.net/11449/220575
2-s2.0-84959908383
identifier_str_mv 7th European Conference on Structural Dynamics, EURODYN 2008.
2-s2.0-84959908383
url http://hdl.handle.net/11449/220575
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 7th European Conference on Structural Dynamics, EURODYN 2008
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
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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