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: Alcantara, N. P. de [UNESP]
Data de Publicação: 2010
Outros Autores: Marques, T. [UNESP], Costa, D. C. [UNESP], Guedes, D. [UNESP], Sanchis, G. P. [UNESP], Silva, P. S. da [UNESP], Topping, BHV, Adam, J. M., Pallares, F. J., Bru, R., Romero, M. L.
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/196098
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.
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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 Networksnon-destructive testingeddy current testartificial neural networksfinite element methodsreinforced 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.Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Sao Paulo State Univ, Dept Elect Engn, Bauru, SP, BrazilSao Paulo State Univ, Dept Civil Engn, Bauru, SP, BrazilSao Paulo State Univ, Dept Elect Engn, Bauru, SP, BrazilSao Paulo State Univ, Dept Civil Engn, Bauru, SP, BrazilCivil Comp PressUniversidade Estadual Paulista (Unesp)Alcantara, N. P. de [UNESP]Marques, T. [UNESP]Costa, D. C. [UNESP]Guedes, D. [UNESP]Sanchis, G. P. [UNESP]Silva, P. S. da [UNESP]Topping, BHVAdam, J. M.Pallares, F. J.Bru, R.Romero, M. L.2020-12-10T19:33:19Z2020-12-10T19:33:19Z2010-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject12Proceedings Of The Tenth International Conference On Computational Structures Technology. Edinburgh: Civil Comp Press, v. 93, 12 p., 2010.1759-3433http://hdl.handle.net/11449/196098WOS:000392492101002Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengProceedings Of The Tenth International Conference On Computational Structures Technologyinfo:eu-repo/semantics/openAccess2024-06-28T13:34:43Zoai:repositorio.unesp.br:11449/196098Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestrepositoriounesp@unesp.bropendoar:29462024-06-28T13:34:43Repositório 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
Alcantara, N. P. de [UNESP]
non-destructive testing
eddy current test
artificial neural networks
finite element methods
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 Alcantara, N. P. de [UNESP]
author_facet Alcantara, N. P. de [UNESP]
Marques, T. [UNESP]
Costa, D. C. [UNESP]
Guedes, D. [UNESP]
Sanchis, G. P. [UNESP]
Silva, P. S. da [UNESP]
Topping, BHV
Adam, J. M.
Pallares, F. J.
Bru, R.
Romero, M. L.
author_role author
author2 Marques, T. [UNESP]
Costa, D. C. [UNESP]
Guedes, D. [UNESP]
Sanchis, G. P. [UNESP]
Silva, P. S. da [UNESP]
Topping, BHV
Adam, J. M.
Pallares, F. J.
Bru, R.
Romero, M. L.
author2_role author
author
author
author
author
author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Alcantara, N. P. de [UNESP]
Marques, T. [UNESP]
Costa, D. C. [UNESP]
Guedes, D. [UNESP]
Sanchis, G. P. [UNESP]
Silva, P. S. da [UNESP]
Topping, BHV
Adam, J. M.
Pallares, F. J.
Bru, R.
Romero, M. L.
dc.subject.por.fl_str_mv non-destructive testing
eddy current test
artificial neural networks
finite element methods
reinforced concrete
topic non-destructive testing
eddy current test
artificial neural networks
finite element methods
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.
publishDate 2010
dc.date.none.fl_str_mv 2010-01-01
2020-12-10T19:33:19Z
2020-12-10T19:33:19Z
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 Proceedings Of The Tenth International Conference On Computational Structures Technology. Edinburgh: Civil Comp Press, v. 93, 12 p., 2010.
1759-3433
http://hdl.handle.net/11449/196098
WOS:000392492101002
identifier_str_mv Proceedings Of The Tenth International Conference On Computational Structures Technology. Edinburgh: Civil Comp Press, v. 93, 12 p., 2010.
1759-3433
WOS:000392492101002
url http://hdl.handle.net/11449/196098
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Proceedings Of The Tenth International Conference On Computational Structures Technology
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 12
dc.publisher.none.fl_str_mv Civil Comp Press
publisher.none.fl_str_mv Civil Comp Press
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 repositoriounesp@unesp.br
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