Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , , , , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://hdl.handle.net/1822/85689 |
Resumo: | Damage assessment is one of the most crucial issues for bridge engineers during the operational and maintenance phase, especially for existing steel bridges. Among several methodologies, the vibration measurement test is a typical approach, in which the natural frequency variation of the structure is monitored to detect the existence of damage. However, locating and quantifying the damage is still a big challenge for this method, due to the required human resources and logistics involved. In this regard, an artificial intelligence (AI)-based approach seems to be a potential way of overcoming such obstacles. This study deployed a comprehensive campaign to determine all the dynamic parameters of a predamaged steel truss bridge structure. Based on the results for mode shape, natural frequency, and damping ratio, a finite element model (FEM) was created and updated. The artificial intelligence network’s input data from the damage cases were then analysed and evaluated. The trained artificial neural network model was curated and evaluated to confirm the approach’s feasibility. During the actual operational stage of the steel truss bridge, this damage assessment system showed good performance, in terms of monitoring the structural behaviour of the bridge under some unexpected accidents. |
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Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridgeANNFEMDamage assessmentStructural health monitoringSteel truss bridgeEngenharia e Tecnologia::Engenharia CivilIndústria, inovação e infraestruturasDamage assessment is one of the most crucial issues for bridge engineers during the operational and maintenance phase, especially for existing steel bridges. Among several methodologies, the vibration measurement test is a typical approach, in which the natural frequency variation of the structure is monitored to detect the existence of damage. However, locating and quantifying the damage is still a big challenge for this method, due to the required human resources and logistics involved. In this regard, an artificial intelligence (AI)-based approach seems to be a potential way of overcoming such obstacles. This study deployed a comprehensive campaign to determine all the dynamic parameters of a predamaged steel truss bridge structure. Based on the results for mode shape, natural frequency, and damping ratio, a finite element model (FEM) was created and updated. The artificial intelligence network’s input data from the damage cases were then analysed and evaluated. The trained artificial neural network model was curated and evaluated to confirm the approach’s feasibility. During the actual operational stage of the steel truss bridge, this damage assessment system showed good performance, in terms of monitoring the structural behaviour of the bridge under some unexpected accidents.This research was funded by FCT/MCTES through national funds (PIDDAC) from the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under the reference UIDB/04029/2020, and from the Associate Laboratory Advanced Production and Intelligent Systems ARISE, under the reference LA/P/0112/2020, as well as financial support of the project research “B2022-GHA-03” from the Ministry of Education and Training. And The APC was funded by ANI (“Agência Nacional de Inovação”) through the financial support given to the R&D Project “GOA Bridge Management System—Bridge Intelligence”, with reference POCI-01-0247-FEDER069642, which was cofinanced by the European Regional Development Fund (FEDER) through the Operational Competitiveness and Internationalisation Program (POCI).Multidisciplinary Digital Publishing Institute (MDPI)Universidade do MinhoMinh, Tran QuangSousa, Hélder S.Ngo, Thuc V.Nguyen, Binh D.Quyen, Nguyen-TrongNguyen, Huan X.Corredor, Edward Alexis BaronMatos, José C.Son, Dang Ngoc20232023-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/85689engTran, M.Q.; Sousa, H.S.; Ngo, T.V.; Nguyen, B.D.; Nguyen, Q.T.; Nguyen, H.X.; Baron, E.; Matos, J.; Dang, S.N. Structural Assessment Based on Vibration Measurement Test Combined with an Artificial Neural Network for the Steel Truss Bridge. Appl. Sci. 2023, 13, 7484. https://doi.org/10.3390/app131374842076-341710.3390/app131374847484https://www.mdpi.com/2076-3417/13/13/7484info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-10-14T01:19:33Zoai:repositorium.sdum.uminho.pt:1822/85689Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:09:59.920270Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge |
title |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge |
spellingShingle |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge Minh, Tran Quang ANN FEM Damage assessment Structural health monitoring Steel truss bridge Engenharia e Tecnologia::Engenharia Civil Indústria, inovação e infraestruturas |
title_short |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge |
title_full |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge |
title_fullStr |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge |
title_full_unstemmed |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge |
title_sort |
Structural assessment based on vibration measurement test combined with an artificial neural network for the steel truss bridge |
author |
Minh, Tran Quang |
author_facet |
Minh, Tran Quang Sousa, Hélder S. Ngo, Thuc V. Nguyen, Binh D. Quyen, Nguyen-Trong Nguyen, Huan X. Corredor, Edward Alexis Baron Matos, José C. Son, Dang Ngoc |
author_role |
author |
author2 |
Sousa, Hélder S. Ngo, Thuc V. Nguyen, Binh D. Quyen, Nguyen-Trong Nguyen, Huan X. Corredor, Edward Alexis Baron Matos, José C. Son, Dang Ngoc |
author2_role |
author author author author author author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Minh, Tran Quang Sousa, Hélder S. Ngo, Thuc V. Nguyen, Binh D. Quyen, Nguyen-Trong Nguyen, Huan X. Corredor, Edward Alexis Baron Matos, José C. Son, Dang Ngoc |
dc.subject.por.fl_str_mv |
ANN FEM Damage assessment Structural health monitoring Steel truss bridge Engenharia e Tecnologia::Engenharia Civil Indústria, inovação e infraestruturas |
topic |
ANN FEM Damage assessment Structural health monitoring Steel truss bridge Engenharia e Tecnologia::Engenharia Civil Indústria, inovação e infraestruturas |
description |
Damage assessment is one of the most crucial issues for bridge engineers during the operational and maintenance phase, especially for existing steel bridges. Among several methodologies, the vibration measurement test is a typical approach, in which the natural frequency variation of the structure is monitored to detect the existence of damage. However, locating and quantifying the damage is still a big challenge for this method, due to the required human resources and logistics involved. In this regard, an artificial intelligence (AI)-based approach seems to be a potential way of overcoming such obstacles. This study deployed a comprehensive campaign to determine all the dynamic parameters of a predamaged steel truss bridge structure. Based on the results for mode shape, natural frequency, and damping ratio, a finite element model (FEM) was created and updated. The artificial intelligence network’s input data from the damage cases were then analysed and evaluated. The trained artificial neural network model was curated and evaluated to confirm the approach’s feasibility. During the actual operational stage of the steel truss bridge, this damage assessment system showed good performance, in terms of monitoring the structural behaviour of the bridge under some unexpected accidents. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023 2023-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/1822/85689 |
url |
https://hdl.handle.net/1822/85689 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Tran, M.Q.; Sousa, H.S.; Ngo, T.V.; Nguyen, B.D.; Nguyen, Q.T.; Nguyen, H.X.; Baron, E.; Matos, J.; Dang, S.N. Structural Assessment Based on Vibration Measurement Test Combined with an Artificial Neural Network for the Steel Truss Bridge. Appl. Sci. 2023, 13, 7484. https://doi.org/10.3390/app13137484 2076-3417 10.3390/app13137484 7484 https://www.mdpi.com/2076-3417/13/13/7484 |
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.publisher.none.fl_str_mv |
Multidisciplinary Digital Publishing Institute (MDPI) |
publisher.none.fl_str_mv |
Multidisciplinary Digital Publishing Institute (MDPI) |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
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RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
repository.mail.fl_str_mv |
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1799133348528914432 |