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/11449/196098 |
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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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 |
_version_ |
1826304528218062848 |