Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation
Autor(a) principal: | |
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Data de Publicação: | 2015 |
Outros Autores: | , , , , |
Tipo de documento: | Artigo de conferência |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/161003 |
Resumo: | This paper addresses a novel approach for damage identification in Structural Health Monitoring (SHM) systems based on Principal Component Analysis (PCA) and Delaunay Triangulation (DT). The proposed method explores Electromechanical Impedance (EMI) principle, in the time domain, to identify structural damage in an aircraft aluminum panel. The procedure is carried out exciting the PZT (Pb-Lead Zirconate Titanate) transducers using a wide band chirp signal and measuring their time responses. The PCA is performed using structural response signals and PCA loadings are considered as input to compute the DT. Root Mean Square Deviation (RMSD) metrics are computed from the area formed by the triangles obtained from the DT. Such areas vary due to the displacement of loadings caused by changes in the structural condition for each PZT sensor. These variations have provided good evidence about the effectiveness of the proposed method applied to SHM systems. |
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Repositório Institucional da UNESP |
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Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay TriangulationThis paper addresses a novel approach for damage identification in Structural Health Monitoring (SHM) systems based on Principal Component Analysis (PCA) and Delaunay Triangulation (DT). The proposed method explores Electromechanical Impedance (EMI) principle, in the time domain, to identify structural damage in an aircraft aluminum panel. The procedure is carried out exciting the PZT (Pb-Lead Zirconate Titanate) transducers using a wide band chirp signal and measuring their time responses. The PCA is performed using structural response signals and PCA loadings are considered as input to compute the DT. Root Mean Square Deviation (RMSD) metrics are computed from the area formed by the triangles obtained from the DT. Such areas vary due to the displacement of loadings caused by changes in the structural condition for each PZT sensor. These variations have provided good evidence about the effectiveness of the proposed method applied to SHM systems.Fed Inst Educ Mato Grosso, Dept Elect & Elect, Cuiaba, MT, BrazilUniv Estadual Paulista, Dept Telecommun Engn, Sao Joao Da Boa Vistal, SP, BrazilUniv Estadual Paulista, Dept Mech Engn, Ilha Solteria, SP, BrazilUniv Michigan, Dept Aerosp Engn, Ann Arbor, MI 48109 USAUniv Estadual Paulista, Dept Telecommun Engn, Sao Joao Da Boa Vistal, SP, BrazilUniv Estadual Paulista, Dept Mech Engn, Ilha Solteria, SP, BrazilDestech Publications, IncFed Inst Educ Mato GrossoUniversidade Estadual Paulista (Unesp)Univ MichiganOliveira, Mario A. deVieira Filho, Jozue [UNESP]Lopes, Vicente [UNESP]Inman, Daniel J.Chang, F. K.Kopsaftopoulos, F.2018-11-26T16:18:45Z2018-11-26T16:18:45Z2015-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject687-695Structural Health Monitoring 2015: System Reliability For Verification And Implementation, Vols. 1 And 2. Lancaster: Destech Publications, Inc, p. 687-695, 2015.http://hdl.handle.net/11449/161003WOS:000365445300088Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengStructural Health Monitoring 2015: System Reliability For Verification And Implementation, Vols. 1 And 2info:eu-repo/semantics/openAccess2024-07-04T20:06:35Zoai:repositorio.unesp.br:11449/161003Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T15:30:15.386406Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation |
title |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation |
spellingShingle |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation Oliveira, Mario A. de |
title_short |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation |
title_full |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation |
title_fullStr |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation |
title_full_unstemmed |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation |
title_sort |
Structural Damage Identification in an Aeronautical Panel Exploring the PCA and Delaunay Triangulation |
author |
Oliveira, Mario A. de |
author_facet |
Oliveira, Mario A. de Vieira Filho, Jozue [UNESP] Lopes, Vicente [UNESP] Inman, Daniel J. Chang, F. K. Kopsaftopoulos, F. |
author_role |
author |
author2 |
Vieira Filho, Jozue [UNESP] Lopes, Vicente [UNESP] Inman, Daniel J. Chang, F. K. Kopsaftopoulos, F. |
author2_role |
author author author author author |
dc.contributor.none.fl_str_mv |
Fed Inst Educ Mato Grosso Universidade Estadual Paulista (Unesp) Univ Michigan |
dc.contributor.author.fl_str_mv |
Oliveira, Mario A. de Vieira Filho, Jozue [UNESP] Lopes, Vicente [UNESP] Inman, Daniel J. Chang, F. K. Kopsaftopoulos, F. |
description |
This paper addresses a novel approach for damage identification in Structural Health Monitoring (SHM) systems based on Principal Component Analysis (PCA) and Delaunay Triangulation (DT). The proposed method explores Electromechanical Impedance (EMI) principle, in the time domain, to identify structural damage in an aircraft aluminum panel. The procedure is carried out exciting the PZT (Pb-Lead Zirconate Titanate) transducers using a wide band chirp signal and measuring their time responses. The PCA is performed using structural response signals and PCA loadings are considered as input to compute the DT. Root Mean Square Deviation (RMSD) metrics are computed from the area formed by the triangles obtained from the DT. Such areas vary due to the displacement of loadings caused by changes in the structural condition for each PZT sensor. These variations have provided good evidence about the effectiveness of the proposed method applied to SHM systems. |
publishDate |
2015 |
dc.date.none.fl_str_mv |
2015-01-01 2018-11-26T16:18:45Z 2018-11-26T16:18:45Z |
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 |
Structural Health Monitoring 2015: System Reliability For Verification And Implementation, Vols. 1 And 2. Lancaster: Destech Publications, Inc, p. 687-695, 2015. http://hdl.handle.net/11449/161003 WOS:000365445300088 |
identifier_str_mv |
Structural Health Monitoring 2015: System Reliability For Verification And Implementation, Vols. 1 And 2. Lancaster: Destech Publications, Inc, p. 687-695, 2015. WOS:000365445300088 |
url |
http://hdl.handle.net/11449/161003 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Structural Health Monitoring 2015: System Reliability For Verification And Implementation, Vols. 1 And 2 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
687-695 |
dc.publisher.none.fl_str_mv |
Destech Publications, Inc |
publisher.none.fl_str_mv |
Destech Publications, 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 |
|
_version_ |
1808128522301997056 |