Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration

Detalhes bibliográficos
Autor(a) principal: Zambon, I.
Data de Publicação: 2019
Outros Autores: Vidovic, A., Strauss, A., Matos, José C.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/59001
Resumo: In most state-of-the-art Bridge Management Systems, structural condition is predicted by a homogeneous Markov chain model that uses condition ratings assigned during visual inspections. Although generally accepted, such an approach exhibits certain shortcomings, one of which is not considering the nature of actual physical phenomena that cause deterioration. To overcome this shortcoming, this article presents a framework that combines both information on condition ratings through the semi-Markov process and knowledge of bridge properties using analytical deterioration models. In this manner, and contrary to current practice, not only are the results of visual inspection taken into account, but also information such as environmental loading, as well as material and structural properties. The presented framework was implemented in the case study bridge, in which the deterioration caused by carbonation-induced corrosion was studied. Along with the implementation in the case study, the article contained a detailed overview of the subject of carbonation-induced corrosion and emphasized issues that require additional research in order to develop the framework into a comprehensive and fully applicable tool for condition prediction. Accounting for its adaptability to other material types and deterioration processes and its consideration of the historic deterioration path, the framework presents a suitable alternative to frameworks presently implemented for condition prediction
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spelling Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deteriorationConcrete bridgesCondition predictionBridge management systemsemi-Markov processMarkov chainCarbonation-induced corrosionStructural performanceDeteriorationEngenharia e Tecnologia::Engenharia CivilScience & TechnologyIn most state-of-the-art Bridge Management Systems, structural condition is predicted by a homogeneous Markov chain model that uses condition ratings assigned during visual inspections. Although generally accepted, such an approach exhibits certain shortcomings, one of which is not considering the nature of actual physical phenomena that cause deterioration. To overcome this shortcoming, this article presents a framework that combines both information on condition ratings through the semi-Markov process and knowledge of bridge properties using analytical deterioration models. In this manner, and contrary to current practice, not only are the results of visual inspection taken into account, but also information such as environmental loading, as well as material and structural properties. The presented framework was implemented in the case study bridge, in which the deterioration caused by carbonation-induced corrosion was studied. Along with the implementation in the case study, the article contained a detailed overview of the subject of carbonation-induced corrosion and emphasized issues that require additional research in order to develop the framework into a comprehensive and fully applicable tool for condition prediction. Accounting for its adaptability to other material types and deterioration processes and its consideration of the historic deterioration path, the framework presents a suitable alternative to frameworks presently implemented for condition prediction(undefined)info:eu-repo/semantics/publishedVersionMDPI PublishingUniversidade do MinhoZambon, I.Vidovic, A.Strauss, A.Matos, José C.2019-012019-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/59001engZambon, I., Vidović, A., Strauss, A., & Matos, J. (2019). Condition Prediction of Existing Concrete Bridges as a Combination of Visual Inspection and Analytical Models of Deterioration. Applied Sciences, 9(1), 1482076-34172076-341710.3390/app9010148https://www.mdpi.com/2076-3417/9/1/148info: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:RCAAP2023-07-21T12:28:15Zoai:repositorium.sdum.uminho.pt:1822/59001Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:23:01.629476Repositório 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 Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
title Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
spellingShingle Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
Zambon, I.
Concrete bridges
Condition prediction
Bridge management system
semi-Markov process
Markov chain
Carbonation-induced corrosion
Structural performance
Deterioration
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
title_short Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
title_full Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
title_fullStr Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
title_full_unstemmed Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
title_sort Condition prediction of existing concrete bridges as a combination of visual inspection and analytical models of deterioration
author Zambon, I.
author_facet Zambon, I.
Vidovic, A.
Strauss, A.
Matos, José C.
author_role author
author2 Vidovic, A.
Strauss, A.
Matos, José C.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Zambon, I.
Vidovic, A.
Strauss, A.
Matos, José C.
dc.subject.por.fl_str_mv Concrete bridges
Condition prediction
Bridge management system
semi-Markov process
Markov chain
Carbonation-induced corrosion
Structural performance
Deterioration
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
topic Concrete bridges
Condition prediction
Bridge management system
semi-Markov process
Markov chain
Carbonation-induced corrosion
Structural performance
Deterioration
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
description In most state-of-the-art Bridge Management Systems, structural condition is predicted by a homogeneous Markov chain model that uses condition ratings assigned during visual inspections. Although generally accepted, such an approach exhibits certain shortcomings, one of which is not considering the nature of actual physical phenomena that cause deterioration. To overcome this shortcoming, this article presents a framework that combines both information on condition ratings through the semi-Markov process and knowledge of bridge properties using analytical deterioration models. In this manner, and contrary to current practice, not only are the results of visual inspection taken into account, but also information such as environmental loading, as well as material and structural properties. The presented framework was implemented in the case study bridge, in which the deterioration caused by carbonation-induced corrosion was studied. Along with the implementation in the case study, the article contained a detailed overview of the subject of carbonation-induced corrosion and emphasized issues that require additional research in order to develop the framework into a comprehensive and fully applicable tool for condition prediction. Accounting for its adaptability to other material types and deterioration processes and its consideration of the historic deterioration path, the framework presents a suitable alternative to frameworks presently implemented for condition prediction
publishDate 2019
dc.date.none.fl_str_mv 2019-01
2019-01-01T00:00:00Z
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 http://hdl.handle.net/1822/59001
url http://hdl.handle.net/1822/59001
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Zambon, I., Vidović, A., Strauss, A., & Matos, J. (2019). Condition Prediction of Existing Concrete Bridges as a Combination of Visual Inspection and Analytical Models of Deterioration. Applied Sciences, 9(1), 148
2076-3417
2076-3417
10.3390/app9010148
https://www.mdpi.com/2076-3417/9/1/148
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 MDPI Publishing
publisher.none.fl_str_mv MDPI Publishing
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
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution 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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