Adaptive Reverberation Suppression Techniques for SHM in Composite Materials

Detalhes bibliográficos
Autor(a) principal: Rosa, Vinicius [UNESP]
Data de Publicação: 2015
Outros Autores: Lopes, Vicente [UNESP], Flynn, Eric, Todd, Michael, Farrar, Charles, Chang, F. K., Kopsaftopoulos, F.
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/158605
Resumo: This paper introduces a new method for Structural Health Monitoring using error functions computed from guided waves reflected from damage. The approach is experimentally tested on anisotropic specimens such as composite plates. The baseline and test signals of each sensing path (between two PZT transducers) are measured and the energy of the scattered signal for each path is calculated in a given frequency range. Assuming that there is damage in the evaluated position, the wave will reflect at this point and travel to the next transducer. According to the distance between the first transducer to the evaluated point plus the distance between same point to the second transducer (pitch-catch configuration) the time-of-flight is calculated for each grid point on the structure. The wave speeds in anisotropic specimens are propagation direction dependent. The wave speed for different angles were experimentally computed and incorporated in the algorithm in order to calculate the proper time-of-flight. The energy of the scattered signal is computed in a time range based on the time of flight of each analyzed position. Finally, a resultant error function for an estimation of the damage location in the monitoring area is applied. As the error function is based on the interference of the damage in the propagation of guided waves, the higher value of the error implies the less likelihood of damage in that position. An image is generated with an error value for each mesh position in the plate. This error function compares the energy in the given ranges for each pair of transducers. The experiment was performed in a 500x500x2mm carbon/epoxy composite formed by 10 plain-weave layers with 9 PZT transducers in the surface. The resultant error function at each driving frequency is calculated as a sum of all error functions. In addition, several frequencies were tested and the results for each one were combined in order to get a better result.
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spelling Adaptive Reverberation Suppression Techniques for SHM in Composite MaterialsThis paper introduces a new method for Structural Health Monitoring using error functions computed from guided waves reflected from damage. The approach is experimentally tested on anisotropic specimens such as composite plates. The baseline and test signals of each sensing path (between two PZT transducers) are measured and the energy of the scattered signal for each path is calculated in a given frequency range. Assuming that there is damage in the evaluated position, the wave will reflect at this point and travel to the next transducer. According to the distance between the first transducer to the evaluated point plus the distance between same point to the second transducer (pitch-catch configuration) the time-of-flight is calculated for each grid point on the structure. The wave speeds in anisotropic specimens are propagation direction dependent. The wave speed for different angles were experimentally computed and incorporated in the algorithm in order to calculate the proper time-of-flight. The energy of the scattered signal is computed in a time range based on the time of flight of each analyzed position. Finally, a resultant error function for an estimation of the damage location in the monitoring area is applied. As the error function is based on the interference of the damage in the propagation of guided waves, the higher value of the error implies the less likelihood of damage in that position. An image is generated with an error value for each mesh position in the plate. This error function compares the energy in the given ranges for each pair of transducers. The experiment was performed in a 500x500x2mm carbon/epoxy composite formed by 10 plain-weave layers with 9 PZT transducers in the surface. The resultant error function at each driving frequency is calculated as a sum of all error functions. In addition, several frequencies were tested and the results for each one were combined in order to get a better result.Univ Estadual Paulista, Sao Paulo, BrazilLos Alamos Natl Lab, Los Alamos, NM USAUniv Calif San Diego, La Jolla, CA USAUniv Estadual Paulista, Sao Paulo, BrazilDestech Publications, IncUniversidade Estadual Paulista (Unesp)Los Alamos Natl LabUniv Calif San DiegoRosa, Vinicius [UNESP]Lopes, Vicente [UNESP]Flynn, EricTodd, MichaelFarrar, CharlesChang, F. K.Kopsaftopoulos, F.2018-11-26T15:28:17Z2018-11-26T15:28:17Z2015-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject1787-1797Structural Health Monitoring 2015: System Reliability For Verification And Implementation, Vols. 1 And 2. Lancaster: Destech Publications, Inc, p. 1787-1797, 2015.http://hdl.handle.net/11449/158605WOS:000365445302028Web 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/openAccess2021-10-23T21:47:01Zoai:repositorio.unesp.br:11449/158605Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:16:39.377520Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
title Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
spellingShingle Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
Rosa, Vinicius [UNESP]
title_short Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
title_full Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
title_fullStr Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
title_full_unstemmed Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
title_sort Adaptive Reverberation Suppression Techniques for SHM in Composite Materials
author Rosa, Vinicius [UNESP]
author_facet Rosa, Vinicius [UNESP]
Lopes, Vicente [UNESP]
Flynn, Eric
Todd, Michael
Farrar, Charles
Chang, F. K.
Kopsaftopoulos, F.
author_role author
author2 Lopes, Vicente [UNESP]
Flynn, Eric
Todd, Michael
Farrar, Charles
Chang, F. K.
Kopsaftopoulos, F.
author2_role author
author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Los Alamos Natl Lab
Univ Calif San Diego
dc.contributor.author.fl_str_mv Rosa, Vinicius [UNESP]
Lopes, Vicente [UNESP]
Flynn, Eric
Todd, Michael
Farrar, Charles
Chang, F. K.
Kopsaftopoulos, F.
description This paper introduces a new method for Structural Health Monitoring using error functions computed from guided waves reflected from damage. The approach is experimentally tested on anisotropic specimens such as composite plates. The baseline and test signals of each sensing path (between two PZT transducers) are measured and the energy of the scattered signal for each path is calculated in a given frequency range. Assuming that there is damage in the evaluated position, the wave will reflect at this point and travel to the next transducer. According to the distance between the first transducer to the evaluated point plus the distance between same point to the second transducer (pitch-catch configuration) the time-of-flight is calculated for each grid point on the structure. The wave speeds in anisotropic specimens are propagation direction dependent. The wave speed for different angles were experimentally computed and incorporated in the algorithm in order to calculate the proper time-of-flight. The energy of the scattered signal is computed in a time range based on the time of flight of each analyzed position. Finally, a resultant error function for an estimation of the damage location in the monitoring area is applied. As the error function is based on the interference of the damage in the propagation of guided waves, the higher value of the error implies the less likelihood of damage in that position. An image is generated with an error value for each mesh position in the plate. This error function compares the energy in the given ranges for each pair of transducers. The experiment was performed in a 500x500x2mm carbon/epoxy composite formed by 10 plain-weave layers with 9 PZT transducers in the surface. The resultant error function at each driving frequency is calculated as a sum of all error functions. In addition, several frequencies were tested and the results for each one were combined in order to get a better result.
publishDate 2015
dc.date.none.fl_str_mv 2015-01-01
2018-11-26T15:28:17Z
2018-11-26T15:28:17Z
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. 1787-1797, 2015.
http://hdl.handle.net/11449/158605
WOS:000365445302028
identifier_str_mv Structural Health Monitoring 2015: System Reliability For Verification And Implementation, Vols. 1 And 2. Lancaster: Destech Publications, Inc, p. 1787-1797, 2015.
WOS:000365445302028
url http://hdl.handle.net/11449/158605
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 1787-1797
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
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