Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks
Autor(a) principal: | |
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Data de Publicação: | 2010 |
Outros Autores: | , , , , |
Tipo de documento: | Artigo de conferência |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/227556 |
Resumo: | This paper proposes a new type of non-destructive testing (NDT) for reinforced concrete structures, in order to identify the components of their reinforcement. In the proposed methodology a time varying electromagnetic field is generated close to the structure by electromagnetic devices specially designed for this purpose. The presence of ferromagnetic materials (the steel bars of the reinforcement) immersed in the concrete disturbs the magnetic field at the surface of the structure. These field alterations can be detected by sensors coils placed on the concrete surface. Variations in the bar position, cross section of the bar and number of bars in the structure originate slightly different values for the induced voltages at the coils. In this paper, a finite element program was used to simulate the behavior of the electromagnetic field and artificial neural networks were used to perform the identification of the bars. © Civil-Comp Press, 2010. |
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Repositório Institucional da UNESP |
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Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networksArtificial neural networksEddy current testFinite element methodsNon-destructive testingReinforced concreteThis paper proposes a new type of non-destructive testing (NDT) for reinforced concrete structures, in order to identify the components of their reinforcement. In the proposed methodology a time varying electromagnetic field is generated close to the structure by electromagnetic devices specially designed for this purpose. The presence of ferromagnetic materials (the steel bars of the reinforcement) immersed in the concrete disturbs the magnetic field at the surface of the structure. These field alterations can be detected by sensors coils placed on the concrete surface. Variations in the bar position, cross section of the bar and number of bars in the structure originate slightly different values for the induced voltages at the coils. In this paper, a finite element program was used to simulate the behavior of the electromagnetic field and artificial neural networks were used to perform the identification of the bars. © Civil-Comp Press, 2010.Electrical Engineering Department, São Paulo State University, Bauru/SPCivil Engineering Department, São Paulo State University, Bauru/SPElectrical Engineering Department, São Paulo State University, Bauru/SPCivil Engineering Department, São Paulo State University, Bauru/SPUniversidade Estadual Paulista (UNESP)De Alcantara, N. P. [UNESP]Marques, T. [UNESP]Costa, D. C. [UNESP]Guedes, D. [UNESP]Sanchis, G. P. [UNESP]Da Silva, P. S. [UNESP]2022-04-29T07:13:53Z2022-04-29T07:13:53Z2010-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObjectCivil-Comp Proceedings, v. 93.1759-3433http://hdl.handle.net/11449/2275562-s2.0-84893860357Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengCivil-Comp Proceedingsinfo:eu-repo/semantics/openAccess2024-06-28T13:34:35Zoai:repositorio.unesp.br:11449/227556Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T14:34:42.489986Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks |
title |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks |
spellingShingle |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks De Alcantara, N. P. [UNESP] Artificial neural networks Eddy current test Finite element methods Non-destructive testing Reinforced concrete |
title_short |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks |
title_full |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks |
title_fullStr |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks |
title_full_unstemmed |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks |
title_sort |
Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks |
author |
De Alcantara, N. P. [UNESP] |
author_facet |
De Alcantara, N. P. [UNESP] Marques, T. [UNESP] Costa, D. C. [UNESP] Guedes, D. [UNESP] Sanchis, G. P. [UNESP] Da Silva, P. S. [UNESP] |
author_role |
author |
author2 |
Marques, T. [UNESP] Costa, D. C. [UNESP] Guedes, D. [UNESP] Sanchis, G. P. [UNESP] Da Silva, P. S. [UNESP] |
author2_role |
author author author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (UNESP) |
dc.contributor.author.fl_str_mv |
De Alcantara, N. P. [UNESP] Marques, T. [UNESP] Costa, D. C. [UNESP] Guedes, D. [UNESP] Sanchis, G. P. [UNESP] Da Silva, P. S. [UNESP] |
dc.subject.por.fl_str_mv |
Artificial neural networks Eddy current test Finite element methods Non-destructive testing Reinforced concrete |
topic |
Artificial neural networks Eddy current test Finite element methods Non-destructive testing Reinforced concrete |
description |
This paper proposes a new type of non-destructive testing (NDT) for reinforced concrete structures, in order to identify the components of their reinforcement. In the proposed methodology a time varying electromagnetic field is generated close to the structure by electromagnetic devices specially designed for this purpose. The presence of ferromagnetic materials (the steel bars of the reinforcement) immersed in the concrete disturbs the magnetic field at the surface of the structure. These field alterations can be detected by sensors coils placed on the concrete surface. Variations in the bar position, cross section of the bar and number of bars in the structure originate slightly different values for the induced voltages at the coils. In this paper, a finite element program was used to simulate the behavior of the electromagnetic field and artificial neural networks were used to perform the identification of the bars. © Civil-Comp Press, 2010. |
publishDate |
2010 |
dc.date.none.fl_str_mv |
2010-01-01 2022-04-29T07:13:53Z 2022-04-29T07:13:53Z |
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 |
Civil-Comp Proceedings, v. 93. 1759-3433 http://hdl.handle.net/11449/227556 2-s2.0-84893860357 |
identifier_str_mv |
Civil-Comp Proceedings, v. 93. 1759-3433 2-s2.0-84893860357 |
url |
http://hdl.handle.net/11449/227556 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Civil-Comp Proceedings |
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 |
|
_version_ |
1808128380762062848 |