Computational simulation of a non-destructive testing technique for steel bar sizing in concrete structures using eddy current testing and neural networks

Detalhes bibliográficos
Autor(a) principal: De Alcantara, N. P. [UNESP]
Data de Publicação: 2010
Outros Autores: Marques, T. [UNESP], Costa, D. C. [UNESP], Guedes, D. [UNESP], Sanchis, G. P. [UNESP], Da Silva, P. S. [UNESP]
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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spelling 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
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