Fatigue design of cast steel nodes in tubular bridge structures

Detalhes bibliográficos
Autor(a) principal: Haldimann-Sturm, S. C.
Data de Publicação: 2008
Outros Autores: Nussbaumer, A.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/10745
https://doi.org/10.1016/j.ijfatigue.2007.03.007
Resumo: Due to their aesthetic and structural advantages, tubular space truss structures are enjoying increasing popularity in modern bridge construction. The use of cast steel nodes for the joints between the circular hollow section members is also becoming increasingly popular. The fatigue design of such joints, however, requires additional knowledge with respect to their fatigue resistance. Previous experimental investigations showed very clearly that the fatigue behaviour is governed by the welds between the casting stubs and the hollow section members. This paper presents a methodology for the determination of allowable initial sizes of casting defects as a function of the required fatigue resistance of the welds. The relative influence of the main parameters is quantitatively discussed and recommendations for design are given.
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spelling Fatigue design of cast steel nodes in tubular bridge structuresCast steelConnectionCasting defectFatigue designBridgeTubeDue to their aesthetic and structural advantages, tubular space truss structures are enjoying increasing popularity in modern bridge construction. The use of cast steel nodes for the joints between the circular hollow section members is also becoming increasingly popular. The fatigue design of such joints, however, requires additional knowledge with respect to their fatigue resistance. Previous experimental investigations showed very clearly that the fatigue behaviour is governed by the welds between the casting stubs and the hollow section members. This paper presents a methodology for the determination of allowable initial sizes of casting defects as a function of the required fatigue resistance of the welds. The relative influence of the main parameters is quantitatively discussed and recommendations for design are given.Elsevier Science2008-03info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://hdl.handle.net/10316/10745http://hdl.handle.net/10316/10745https://doi.org/10.1016/j.ijfatigue.2007.03.007engInternational Journal of Fatigue. 30:3 (2008) 528-5370142-1123Haldimann-Sturm, S. C.Nussbaumer, A.info: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:RCAAP2020-05-25T11:41:01Zoai:estudogeral.uc.pt:10316/10745Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:14.307759Repositório 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 Fatigue design of cast steel nodes in tubular bridge structures
title Fatigue design of cast steel nodes in tubular bridge structures
spellingShingle Fatigue design of cast steel nodes in tubular bridge structures
Haldimann-Sturm, S. C.
Cast steel
Connection
Casting defect
Fatigue design
Bridge
Tube
title_short Fatigue design of cast steel nodes in tubular bridge structures
title_full Fatigue design of cast steel nodes in tubular bridge structures
title_fullStr Fatigue design of cast steel nodes in tubular bridge structures
title_full_unstemmed Fatigue design of cast steel nodes in tubular bridge structures
title_sort Fatigue design of cast steel nodes in tubular bridge structures
author Haldimann-Sturm, S. C.
author_facet Haldimann-Sturm, S. C.
Nussbaumer, A.
author_role author
author2 Nussbaumer, A.
author2_role author
dc.contributor.author.fl_str_mv Haldimann-Sturm, S. C.
Nussbaumer, A.
dc.subject.por.fl_str_mv Cast steel
Connection
Casting defect
Fatigue design
Bridge
Tube
topic Cast steel
Connection
Casting defect
Fatigue design
Bridge
Tube
description Due to their aesthetic and structural advantages, tubular space truss structures are enjoying increasing popularity in modern bridge construction. The use of cast steel nodes for the joints between the circular hollow section members is also becoming increasingly popular. The fatigue design of such joints, however, requires additional knowledge with respect to their fatigue resistance. Previous experimental investigations showed very clearly that the fatigue behaviour is governed by the welds between the casting stubs and the hollow section members. This paper presents a methodology for the determination of allowable initial sizes of casting defects as a function of the required fatigue resistance of the welds. The relative influence of the main parameters is quantitatively discussed and recommendations for design are given.
publishDate 2008
dc.date.none.fl_str_mv 2008-03
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/10316/10745
http://hdl.handle.net/10316/10745
https://doi.org/10.1016/j.ijfatigue.2007.03.007
url http://hdl.handle.net/10316/10745
https://doi.org/10.1016/j.ijfatigue.2007.03.007
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv International Journal of Fatigue. 30:3 (2008) 528-537
0142-1123
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Elsevier Science
publisher.none.fl_str_mv Elsevier Science
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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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
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