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Static and fatigue test on real steel bridge components deteriorated by corrosion

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Resumo:The combined effects of corrosion and fatigue have become a topic issue in recent times. Decades-old steel bridges that are still in service need to be reassessed. However, there is no relevant background information that can be used in assessment of this phenomenon. There are no recommendations for civil engineers how to take into account the corrosion weakening for the assessment of bearing capacity and fatigue strength of riveted members. For this reason the aim of the research presented in this paper was preparation and execution of laboratory tests on real bridge components that were deteriorated by corrosion. Two types of tests were performed to find out how corrosion weakening affects the statics and the fatigue strength of members. The evaluation of the tests indicates that the service life of members may be significantly reduced due to fatigue. In addition, the bearing capacity is reduced while, in particular, the local stress rises. All of this is strongly dependent on the level of corrosion and the surface irregularities. Our paper ends with recommendations on how the loss of material due to corrosion could be taken into account for an assessment of the load capacity and the residual lifetime of members
Autores principais:Macho, M.
Outros Autores:Ryjacek, P; Matos, José C.
Assunto:Experimental test Fatigue life Corrosion Steel bridges Performance indicators Engenharia e Tecnologia::Engenharia Civil
Ano:2019
País:Portugal
Tipo de documento:artigo
Tipo de acesso:acesso restrito
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
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author Macho, M.
author2 Ryjacek, P
Matos, José C.
author2_role author
author
author_facet Macho, M.
Ryjacek, P
Matos, José C.
author_role author
contributor_name_str_mv RepositóriUM - Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Macho, M.\"},{\"Person.name\":\"Ryjacek, P\"},{\"Person.name\":\"Matos, José C.\"}]
datacite.contributors.contributor.contributorName.fl_str_mv RepositóriUM - Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Macho, M.
Ryjacek, P
Matos, José C.
datacite.date.Accepted.fl_str_mv 2019-02-01T00:00:00Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_16ec
datacite.subjects.subject.fl_str_mv Experimental test
Fatigue life
Corrosion
Steel bridges
Performance indicators
Engenharia e Tecnologia::Engenharia Civil
datacite.titles.title.fl_str_mv Static and fatigue test on real steel bridge components deteriorated by corrosion
dc.contributor.none.fl_str_mv RepositóriUM - Universidade do Minho
dc.creator.none.fl_str_mv Macho, M.
Ryjacek, P
Matos, José C.
dc.date.Accepted.fl_str_mv 2019-02-01T00:00:00Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/58672
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Springer
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_16ec
dc.subject.none.fl_str_mv Experimental test
Fatigue life
Corrosion
Steel bridges
Performance indicators
Engenharia e Tecnologia::Engenharia Civil
dc.title.fl_str_mv Static and fatigue test on real steel bridge components deteriorated by corrosion
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
description The combined effects of corrosion and fatigue have become a topic issue in recent times. Decades-old steel bridges that are still in service need to be reassessed. However, there is no relevant background information that can be used in assessment of this phenomenon. There are no recommendations for civil engineers how to take into account the corrosion weakening for the assessment of bearing capacity and fatigue strength of riveted members. For this reason the aim of the research presented in this paper was preparation and execution of laboratory tests on real bridge components that were deteriorated by corrosion. Two types of tests were performed to find out how corrosion weakening affects the statics and the fatigue strength of members. The evaluation of the tests indicates that the service life of members may be significantly reduced due to fatigue. In addition, the bearing capacity is reduced while, in particular, the local stress rises. All of this is strongly dependent on the level of corrosion and the surface irregularities. Our paper ends with recommendations on how the loss of material due to corrosion could be taken into account for an assessment of the load capacity and the residual lifetime of members
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eu_rights_str_mv restrictedAccess
format article
fulltext.url.fl_str_mv https://repositorium.uminho.pt/bitstreams/a4bca899-9741-45d4-9433-702f187f98c0/download
id rum_b85ebe89e4e2bf9eb4e1c8a2dbd68e75
identifier.url.fl_str_mv https://hdl.handle.net/1822/58672
instacron_str repositorium
institution Universidade do Minho
instname_str Universidade do Minho
language eng
network_acronym_str rum
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oai_identifier_str oai:repositorium.uminho.pt:1822/58672
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Macho, M.
Ryjacek, P
Matos, José C.
publishDate 2019
publisher.none.fl_str_mv Springer
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
service_str_mv urn:repositoryAcronym:rum
spelling engSpringerporThe combined effects of corrosion and fatigue have become a topic issue in recent times. Decades-old steel bridges that are still in service need to be reassessed. However, there is no relevant background information that can be used in assessment of this phenomenon. There are no recommendations for civil engineers how to take into account the corrosion weakening for the assessment of bearing capacity and fatigue strength of riveted members. For this reason the aim of the research presented in this paper was preparation and execution of laboratory tests on real bridge components that were deteriorated by corrosion. Two types of tests were performed to find out how corrosion weakening affects the statics and the fatigue strength of members. The evaluation of the tests indicates that the service life of members may be significantly reduced due to fatigue. In addition, the bearing capacity is reduced while, in particular, the local stress rises. All of this is strongly dependent on the level of corrosion and the surface irregularities. Our paper ends with recommendations on how the loss of material due to corrosion could be taken into account for an assessment of the load capacity and the residual lifetime of membersapplication/pdfporStatic and fatigue test on real steel bridge components deteriorated by corrosionMacho, M.Ryjacek, PMatos, José C.HostingInstitutionOrganizationalRepositóriUM - Universidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptCITATIONMacho, M., Ryjáček, P., & e Matos, J. C. (2019). Static and Fatigue Test on Real Steel Bridge Components Deteriorated by Corrosion. International Journal of Steel Structures, 19(1), 110-130ISSNIsPartOf1598-2351EISSNIsPartOf1598-2351DOIIsPartOf10.1007/s13296-018-0099-62019-022019-02-01T00:00:00ZHandlehttps://hdl.handle.net/1822/58672http://purl.org/coar/access_right/c_16ecrestricted accessExperimental testFatigue lifeCorrosionSteel bridgesPerformance indicatorshttp://www.oecd.org/science/inno/38235147.pdfFields of Science and Technology (FOS)Engenharia e Tecnologia::Engenharia Civil3613714 bytesliteraturehttp://purl.org/coar/resource_type/c_6501journal articlehttp://purl.org/coar/access_right/c_16ecapplication/pdffulltexthttps://repositorium.uminho.pt/bitstreams/a4bca899-9741-45d4-9433-702f187f98c0/download
spellingShingle Static and fatigue test on real steel bridge components deteriorated by corrosion
Macho, M.
Experimental test
Fatigue life
Corrosion
Steel bridges
Performance indicators
Engenharia e Tecnologia::Engenharia Civil
status SINGLETON
subject.fl_str_mv Experimental test
Fatigue life
Corrosion
Steel bridges
Performance indicators
subject.other.fl_str_mv Engenharia e Tecnologia::Engenharia Civil
title Static and fatigue test on real steel bridge components deteriorated by corrosion
title_full Static and fatigue test on real steel bridge components deteriorated by corrosion
title_fullStr Static and fatigue test on real steel bridge components deteriorated by corrosion
title_full_unstemmed Static and fatigue test on real steel bridge components deteriorated by corrosion
title_short Static and fatigue test on real steel bridge components deteriorated by corrosion
title_sort Static and fatigue test on real steel bridge components deteriorated by corrosion
topic Experimental test
Fatigue life
Corrosion
Steel bridges
Performance indicators
Engenharia e Tecnologia::Engenharia Civil
topic_facet Experimental test
Fatigue life
Corrosion
Steel bridges
Performance indicators
Engenharia e Tecnologia::Engenharia Civil
url https://hdl.handle.net/1822/58672
visible 1