Modeling of wind-induced fatigue of cold-formed steel sheet panels

Autores
Rosario-Galanes, Osvaldo; Godoy, Luis Augusto
Año de publicación
2014
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
Wind-induced failure around screwed connections has been documented in roof and wall cladding systems made with steel sheet cold-formed panels during high wind events. Previous research has found that low cycle fatigue caused by stress concentration and fluctuating wind loads is responsible for most such failures. A dynamic load protocol was employed in this work to represent fatigue under wind effects. A finite element model and fatigue criteria were implemented and compared with laboratory experiments in order to predict the fatigue failure associated with fluctuating wind loads. Results are used to develop an analytical model which can be employed for the fatigue analysis of steel cold-formed cladding systems. Existing three dimensional fatigue criteria are implemented and correlated with fatigue damage observed on steel claddings. Parametric studies are used to formulate suitable yet simple fatigue criteria. Fatigue failure is predicted in different configurations of loads, types of connections, and thicknesses of steel folded plate cladding. The analytical model, which correlated with experimental results reported in a companion paper, was validated for the fatigue life prediction and failure mechanism of different connection types and thicknesses of cold-formed steel cladding.
Fil: Rosario-Galanes, Osvaldo. Universidad de Puerto Rico; Puerto Rico
Fil: Godoy, Luis Augusto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba. Instituto de Estudios Avanzados en Ingeniería y Tecnología. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas Físicas y Naturales. Instituto de Estudios Avanzados en Ingeniería y Tecnología; Argentina
Materia
COLD-FORMED PLATES
CONNECTIONS
DYNAMIC LOAD PROTOCOL
FATIGUE FAILURE
FINITE ELEMENT ANALYSIS
FOLDED PLATES
STEEL
WIND
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/100599
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/100599
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Modeling of wind-induced fatigue of cold-formed steel sheet panelsRosario-Galanes, OsvaldoGodoy, Luis AugustoCOLD-FORMED PLATESCONNECTIONSDYNAMIC LOAD PROTOCOLFATIGUE FAILUREFINITE ELEMENT ANALYSISFOLDED PLATESSTEELWINDhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2Wind-induced failure around screwed connections has been documented in roof and wall cladding systems made with steel sheet cold-formed panels during high wind events. Previous research has found that low cycle fatigue caused by stress concentration and fluctuating wind loads is responsible for most such failures. A dynamic load protocol was employed in this work to represent fatigue under wind effects. A finite element model and fatigue criteria were implemented and compared with laboratory experiments in order to predict the fatigue failure associated with fluctuating wind loads. Results are used to develop an analytical model which can be employed for the fatigue analysis of steel cold-formed cladding systems. Existing three dimensional fatigue criteria are implemented and correlated with fatigue damage observed on steel claddings. Parametric studies are used to formulate suitable yet simple fatigue criteria. Fatigue failure is predicted in different configurations of loads, types of connections, and thicknesses of steel folded plate cladding. The analytical model, which correlated with experimental results reported in a companion paper, was validated for the fatigue life prediction and failure mechanism of different connection types and thicknesses of cold-formed steel cladding.Fil: Rosario-Galanes, Osvaldo. Universidad de Puerto Rico; Puerto RicoFil: Godoy, Luis Augusto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba. Instituto de Estudios Avanzados en Ingeniería y Tecnología. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas Físicas y Naturales. Instituto de Estudios Avanzados en Ingeniería y Tecnología; ArgentinaTechno-Press2014-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/100599Rosario-Galanes, Osvaldo; Godoy, Luis Augusto; Modeling of wind-induced fatigue of cold-formed steel sheet panels; Techno-Press; Structural Engineering And Mechanics; 49; 2; 1-2014; 237-2591225-45681598-6217CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.12989/sem.2014.49.2.237info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/article/JAKO201404164260821.pageinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-10T13:08:56Zoai:ri.conicet.gov.ar:11336/100599instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-10 13:08:56.296CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Modeling of wind-induced fatigue of cold-formed steel sheet panels
title Modeling of wind-induced fatigue of cold-formed steel sheet panels
spellingShingle Modeling of wind-induced fatigue of cold-formed steel sheet panels
Rosario-Galanes, Osvaldo
COLD-FORMED PLATES
CONNECTIONS
DYNAMIC LOAD PROTOCOL
FATIGUE FAILURE
FINITE ELEMENT ANALYSIS
FOLDED PLATES
STEEL
WIND
title_short Modeling of wind-induced fatigue of cold-formed steel sheet panels
title_full Modeling of wind-induced fatigue of cold-formed steel sheet panels
title_fullStr Modeling of wind-induced fatigue of cold-formed steel sheet panels
title_full_unstemmed Modeling of wind-induced fatigue of cold-formed steel sheet panels
title_sort Modeling of wind-induced fatigue of cold-formed steel sheet panels
dc.creator.none.fl_str_mv Rosario-Galanes, Osvaldo
Godoy, Luis Augusto
author Rosario-Galanes, Osvaldo
author_facet Rosario-Galanes, Osvaldo
Godoy, Luis Augusto
author_role author
author2 Godoy, Luis Augusto
author2_role author
dc.subject.none.fl_str_mv COLD-FORMED PLATES
CONNECTIONS
DYNAMIC LOAD PROTOCOL
FATIGUE FAILURE
FINITE ELEMENT ANALYSIS
FOLDED PLATES
STEEL
WIND
topic COLD-FORMED PLATES
CONNECTIONS
DYNAMIC LOAD PROTOCOL
FATIGUE FAILURE
FINITE ELEMENT ANALYSIS
FOLDED PLATES
STEEL
WIND
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv Wind-induced failure around screwed connections has been documented in roof and wall cladding systems made with steel sheet cold-formed panels during high wind events. Previous research has found that low cycle fatigue caused by stress concentration and fluctuating wind loads is responsible for most such failures. A dynamic load protocol was employed in this work to represent fatigue under wind effects. A finite element model and fatigue criteria were implemented and compared with laboratory experiments in order to predict the fatigue failure associated with fluctuating wind loads. Results are used to develop an analytical model which can be employed for the fatigue analysis of steel cold-formed cladding systems. Existing three dimensional fatigue criteria are implemented and correlated with fatigue damage observed on steel claddings. Parametric studies are used to formulate suitable yet simple fatigue criteria. Fatigue failure is predicted in different configurations of loads, types of connections, and thicknesses of steel folded plate cladding. The analytical model, which correlated with experimental results reported in a companion paper, was validated for the fatigue life prediction and failure mechanism of different connection types and thicknesses of cold-formed steel cladding.
Fil: Rosario-Galanes, Osvaldo. Universidad de Puerto Rico; Puerto Rico
Fil: Godoy, Luis Augusto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba. Instituto de Estudios Avanzados en Ingeniería y Tecnología. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas Físicas y Naturales. Instituto de Estudios Avanzados en Ingeniería y Tecnología; Argentina
description Wind-induced failure around screwed connections has been documented in roof and wall cladding systems made with steel sheet cold-formed panels during high wind events. Previous research has found that low cycle fatigue caused by stress concentration and fluctuating wind loads is responsible for most such failures. A dynamic load protocol was employed in this work to represent fatigue under wind effects. A finite element model and fatigue criteria were implemented and compared with laboratory experiments in order to predict the fatigue failure associated with fluctuating wind loads. Results are used to develop an analytical model which can be employed for the fatigue analysis of steel cold-formed cladding systems. Existing three dimensional fatigue criteria are implemented and correlated with fatigue damage observed on steel claddings. Parametric studies are used to formulate suitable yet simple fatigue criteria. Fatigue failure is predicted in different configurations of loads, types of connections, and thicknesses of steel folded plate cladding. The analytical model, which correlated with experimental results reported in a companion paper, was validated for the fatigue life prediction and failure mechanism of different connection types and thicknesses of cold-formed steel cladding.
publishDate 2014
dc.date.none.fl_str_mv 2014-01
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/100599
Rosario-Galanes, Osvaldo; Godoy, Luis Augusto; Modeling of wind-induced fatigue of cold-formed steel sheet panels; Techno-Press; Structural Engineering And Mechanics; 49; 2; 1-2014; 237-259
1225-4568
1598-6217
CONICET Digital
CONICET
url http://hdl.handle.net/11336/100599
identifier_str_mv Rosario-Galanes, Osvaldo; Godoy, Luis Augusto; Modeling of wind-induced fatigue of cold-formed steel sheet panels; Techno-Press; Structural Engineering And Mechanics; 49; 2; 1-2014; 237-259
1225-4568
1598-6217
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.12989/sem.2014.49.2.237
info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/article/JAKO201404164260821.page
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Techno-Press
publisher.none.fl_str_mv Techno-Press
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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score 12.993085

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