Concrete structures monitoring using ultrasonic tests

Detalhes bibliográficos
Autor(a) principal: Lorenzi, Alexandre
Data de Publicação: 2020
Outros Autores: Stein, Kássio Joe, Reginato, Lucas Alexandre, Silva Filho, Luiz Carlos Pinto da
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFRGS
Texto Completo: http://hdl.handle.net/10183/222307
Resumo: Due to the nature of their use, concrete structures are typically subjected to various aggressive actions derived from the loads and the environmental agents, which make the concrete condition change over time. Constant monitoring of structures isa necessary procedure since the preventive detection of problems allows the use of more straightforward and cost-effective methods for evaluation and repair. In order to carry out continuous monitoring of the state condition of concrete elements, there are many tools available. Nondestructive Testing (NDT) applications are a new strategy to monitor the state of concrete structures continually. Recent advancements in NDT technologies are increasingly turning them into attractive and viable strategies to support this type of monitoring and visual inspection. In particular, besides been viable and attractive, ultrasonic tests are arelatively cheap alternative and represent a range of different methods, each one with its benefits, to analyze concrete structures. The Research Group of LEME-UFRGS has developed research and application of NDT methods in general, and ultrasonic based methods in particular, for the last 15 years. The research done by the group demonstrates that these methods can contribute to monitoring deterioration and the quality of concrete structures. The present study demonstrates particular cases involving ultrasonic pulse testing and ultrasonic tomography. Theaim was to check for these technique improvements for the analysis of concrete elements. The results highlight the potentialities and shortcomings of each technique.
id UFRGS-2_dafd37ec3b16a25bbbf4e4a45a9e3dbb
oai_identifier_str oai:www.lume.ufrgs.br:10183/222307
network_acronym_str UFRGS-2
network_name_str Repositório Institucional da UFRGS
repository_id_str
spelling Lorenzi, AlexandreStein, Kássio JoeReginato, Lucas AlexandreSilva Filho, Luiz Carlos Pinto da2021-06-16T04:38:25Z20200718-915Xhttp://hdl.handle.net/10183/222307001126263Due to the nature of their use, concrete structures are typically subjected to various aggressive actions derived from the loads and the environmental agents, which make the concrete condition change over time. Constant monitoring of structures isa necessary procedure since the preventive detection of problems allows the use of more straightforward and cost-effective methods for evaluation and repair. In order to carry out continuous monitoring of the state condition of concrete elements, there are many tools available. Nondestructive Testing (NDT) applications are a new strategy to monitor the state of concrete structures continually. Recent advancements in NDT technologies are increasingly turning them into attractive and viable strategies to support this type of monitoring and visual inspection. In particular, besides been viable and attractive, ultrasonic tests are arelatively cheap alternative and represent a range of different methods, each one with its benefits, to analyze concrete structures. The Research Group of LEME-UFRGS has developed research and application of NDT methods in general, and ultrasonic based methods in particular, for the last 15 years. The research done by the group demonstrates that these methods can contribute to monitoring deterioration and the quality of concrete structures. The present study demonstrates particular cases involving ultrasonic pulse testing and ultrasonic tomography. Theaim was to check for these technique improvements for the analysis of concrete elements. The results highlight the potentialities and shortcomings of each technique.application/pdfengRevista de la Construcción. Journal of Construction. Santiago, Chile. Vol. 19, n. 3 (2020), p. 246-257Estruturas de concreto armadoEnsaios de propagação de pulso ultrassônicoConcrete structures monitoring using ultrasonic testsEstrangeiroinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFRGSinstname:Universidade Federal do Rio Grande do Sul (UFRGS)instacron:UFRGSTEXT001126263.pdf.txt001126263.pdf.txtExtracted Texttext/plain40110http://www.lume.ufrgs.br/bitstream/10183/222307/2/001126263.pdf.txt48315bff867ef71bf1fce436460dbf26MD52ORIGINAL001126263.pdfTexto completo (inglês)application/pdf1388765http://www.lume.ufrgs.br/bitstream/10183/222307/1/001126263.pdf31eb2d28bd1ec24d347e134e9f916e96MD5110183/2223072021-06-26 04:46:45.843475oai:www.lume.ufrgs.br:10183/222307Repositório de PublicaçõesPUBhttps://lume.ufrgs.br/oai/requestopendoar:2021-06-26T07:46:45Repositório Institucional da UFRGS - Universidade Federal do Rio Grande do Sul (UFRGS)false
dc.title.pt_BR.fl_str_mv Concrete structures monitoring using ultrasonic tests
title Concrete structures monitoring using ultrasonic tests
spellingShingle Concrete structures monitoring using ultrasonic tests
Lorenzi, Alexandre
Estruturas de concreto armado
Ensaios de propagação de pulso ultrassônico
title_short Concrete structures monitoring using ultrasonic tests
title_full Concrete structures monitoring using ultrasonic tests
title_fullStr Concrete structures monitoring using ultrasonic tests
title_full_unstemmed Concrete structures monitoring using ultrasonic tests
title_sort Concrete structures monitoring using ultrasonic tests
author Lorenzi, Alexandre
author_facet Lorenzi, Alexandre
Stein, Kássio Joe
Reginato, Lucas Alexandre
Silva Filho, Luiz Carlos Pinto da
author_role author
author2 Stein, Kássio Joe
Reginato, Lucas Alexandre
Silva Filho, Luiz Carlos Pinto da
author2_role author
author
author
dc.contributor.author.fl_str_mv Lorenzi, Alexandre
Stein, Kássio Joe
Reginato, Lucas Alexandre
Silva Filho, Luiz Carlos Pinto da
dc.subject.por.fl_str_mv Estruturas de concreto armado
Ensaios de propagação de pulso ultrassônico
topic Estruturas de concreto armado
Ensaios de propagação de pulso ultrassônico
description Due to the nature of their use, concrete structures are typically subjected to various aggressive actions derived from the loads and the environmental agents, which make the concrete condition change over time. Constant monitoring of structures isa necessary procedure since the preventive detection of problems allows the use of more straightforward and cost-effective methods for evaluation and repair. In order to carry out continuous monitoring of the state condition of concrete elements, there are many tools available. Nondestructive Testing (NDT) applications are a new strategy to monitor the state of concrete structures continually. Recent advancements in NDT technologies are increasingly turning them into attractive and viable strategies to support this type of monitoring and visual inspection. In particular, besides been viable and attractive, ultrasonic tests are arelatively cheap alternative and represent a range of different methods, each one with its benefits, to analyze concrete structures. The Research Group of LEME-UFRGS has developed research and application of NDT methods in general, and ultrasonic based methods in particular, for the last 15 years. The research done by the group demonstrates that these methods can contribute to monitoring deterioration and the quality of concrete structures. The present study demonstrates particular cases involving ultrasonic pulse testing and ultrasonic tomography. Theaim was to check for these technique improvements for the analysis of concrete elements. The results highlight the potentialities and shortcomings of each technique.
publishDate 2020
dc.date.issued.fl_str_mv 2020
dc.date.accessioned.fl_str_mv 2021-06-16T04:38:25Z
dc.type.driver.fl_str_mv Estrangeiro
info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10183/222307
dc.identifier.issn.pt_BR.fl_str_mv 0718-915X
dc.identifier.nrb.pt_BR.fl_str_mv 001126263
identifier_str_mv 0718-915X
001126263
url http://hdl.handle.net/10183/222307
dc.language.iso.fl_str_mv eng
language eng
dc.relation.ispartof.pt_BR.fl_str_mv Revista de la Construcción. Journal of Construction. Santiago, Chile. Vol. 19, n. 3 (2020), p. 246-257
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFRGS
instname:Universidade Federal do Rio Grande do Sul (UFRGS)
instacron:UFRGS
instname_str Universidade Federal do Rio Grande do Sul (UFRGS)
instacron_str UFRGS
institution UFRGS
reponame_str Repositório Institucional da UFRGS
collection Repositório Institucional da UFRGS
bitstream.url.fl_str_mv http://www.lume.ufrgs.br/bitstream/10183/222307/2/001126263.pdf.txt
http://www.lume.ufrgs.br/bitstream/10183/222307/1/001126263.pdf
bitstream.checksum.fl_str_mv 48315bff867ef71bf1fce436460dbf26
31eb2d28bd1ec24d347e134e9f916e96
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
repository.name.fl_str_mv Repositório Institucional da UFRGS - Universidade Federal do Rio Grande do Sul (UFRGS)
repository.mail.fl_str_mv
_version_ 1801225021225435136