Fatigue experiments on steel cold-formed panels under a dynamic load protocol

Autores
Garcia Palencia, Antonio J.; Godoy, Luis Augusto
Año de publicación
2013
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
A dynamic load protocol has been used to experimentally simulate fatigue behavior in coldformed metal panels with screwed connections under wind loading. The specific protocol adopted is an adaptation of SIDGERS, originally developed for non-metallic membranes, which is composed of levels each under increasing load values. A total of 19 tests were performed on 3.35 m long by 0.91 m wide panels, identified as Type B-wide rib and Type E, both with screw connections at the edge and at the center, thus conforming two-span specimens. In some configurations the panels were fixed at the valleys, whereas crestfixed connections were also investigated. Reinforcing the connections by means of washers was also investigated to evaluate their efficiency in improving fatigue capacity. The experimental results show maximum load capacities in improved connections with washers of approximately twice of those with classical connections.
Fil: Garcia Palencia, Antonio J.. University of New Hampshire; Estados Unidos
Fil: Godoy, Luis Augusto. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas Físicas y Naturales. Departamento de Estructuras; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Materia
Cold-Formed Plates
Connections
Dynamic Load Protocol
Fatigue Failure
Roof Systems
Steel
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:11336/22802
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/22802
network_acronym_str CONICETDig
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network_name_str CONICET Digital (CONICET)
spelling Fatigue experiments on steel cold-formed panels under a dynamic load protocolGarcia Palencia, Antonio J.Godoy, Luis AugustoCold-Formed PlatesConnectionsDynamic Load ProtocolFatigue FailureRoof SystemsSteelhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2A dynamic load protocol has been used to experimentally simulate fatigue behavior in coldformed metal panels with screwed connections under wind loading. The specific protocol adopted is an adaptation of SIDGERS, originally developed for non-metallic membranes, which is composed of levels each under increasing load values. A total of 19 tests were performed on 3.35 m long by 0.91 m wide panels, identified as Type B-wide rib and Type E, both with screw connections at the edge and at the center, thus conforming two-span specimens. In some configurations the panels were fixed at the valleys, whereas crestfixed connections were also investigated. Reinforcing the connections by means of washers was also investigated to evaluate their efficiency in improving fatigue capacity. The experimental results show maximum load capacities in improved connections with washers of approximately twice of those with classical connections.Fil: Garcia Palencia, Antonio J.. University of New Hampshire; Estados UnidosFil: Godoy, Luis Augusto. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas Físicas y Naturales. Departamento de Estructuras; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; ArgentinaTechno-press2013-04info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/22802Garcia Palencia, Antonio J.; Godoy, Luis Augusto; Fatigue experiments on steel cold-formed panels under a dynamic load protocol ; Techno-press; Structural Engineering And Mechanics; 46; 3; 4-2013; 387-4021225-45681598-6217CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.12989/sem.2013.46.3.387info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/journal/view.jsp?kj=KJKHB9&py=2013&vnc=v46n3&sp=387info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-17T11:36:23Zoai:ri.conicet.gov.ar:11336/22802instacron: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:34982025-09-17 11:36:23.834CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Fatigue experiments on steel cold-formed panels under a dynamic load protocol
title Fatigue experiments on steel cold-formed panels under a dynamic load protocol
spellingShingle Fatigue experiments on steel cold-formed panels under a dynamic load protocol
Garcia Palencia, Antonio J.
Cold-Formed Plates
Connections
Dynamic Load Protocol
Fatigue Failure
Roof Systems
Steel
title_short Fatigue experiments on steel cold-formed panels under a dynamic load protocol
title_full Fatigue experiments on steel cold-formed panels under a dynamic load protocol
title_fullStr Fatigue experiments on steel cold-formed panels under a dynamic load protocol
title_full_unstemmed Fatigue experiments on steel cold-formed panels under a dynamic load protocol
title_sort Fatigue experiments on steel cold-formed panels under a dynamic load protocol
dc.creator.none.fl_str_mv Garcia Palencia, Antonio J.
Godoy, Luis Augusto
author Garcia Palencia, Antonio J.
author_facet Garcia Palencia, Antonio J.
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
Roof Systems
Steel
topic Cold-Formed Plates
Connections
Dynamic Load Protocol
Fatigue Failure
Roof Systems
Steel
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv A dynamic load protocol has been used to experimentally simulate fatigue behavior in coldformed metal panels with screwed connections under wind loading. The specific protocol adopted is an adaptation of SIDGERS, originally developed for non-metallic membranes, which is composed of levels each under increasing load values. A total of 19 tests were performed on 3.35 m long by 0.91 m wide panels, identified as Type B-wide rib and Type E, both with screw connections at the edge and at the center, thus conforming two-span specimens. In some configurations the panels were fixed at the valleys, whereas crestfixed connections were also investigated. Reinforcing the connections by means of washers was also investigated to evaluate their efficiency in improving fatigue capacity. The experimental results show maximum load capacities in improved connections with washers of approximately twice of those with classical connections.
Fil: Garcia Palencia, Antonio J.. University of New Hampshire; Estados Unidos
Fil: Godoy, Luis Augusto. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas Físicas y Naturales. Departamento de Estructuras; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
description A dynamic load protocol has been used to experimentally simulate fatigue behavior in coldformed metal panels with screwed connections under wind loading. The specific protocol adopted is an adaptation of SIDGERS, originally developed for non-metallic membranes, which is composed of levels each under increasing load values. A total of 19 tests were performed on 3.35 m long by 0.91 m wide panels, identified as Type B-wide rib and Type E, both with screw connections at the edge and at the center, thus conforming two-span specimens. In some configurations the panels were fixed at the valleys, whereas crestfixed connections were also investigated. Reinforcing the connections by means of washers was also investigated to evaluate their efficiency in improving fatigue capacity. The experimental results show maximum load capacities in improved connections with washers of approximately twice of those with classical connections.
publishDate 2013
dc.date.none.fl_str_mv 2013-04
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/11336/22802
Garcia Palencia, Antonio J.; Godoy, Luis Augusto; Fatigue experiments on steel cold-formed panels under a dynamic load protocol ; Techno-press; Structural Engineering And Mechanics; 46; 3; 4-2013; 387-402
1225-4568
1598-6217
CONICET Digital
CONICET
url http://hdl.handle.net/11336/22802
identifier_str_mv Garcia Palencia, Antonio J.; Godoy, Luis Augusto; Fatigue experiments on steel cold-formed panels under a dynamic load protocol ; Techno-press; Structural Engineering And Mechanics; 46; 3; 4-2013; 387-402
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.2013.46.3.387
info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/journal/view.jsp?kj=KJKHB9&py=2013&vnc=v46n3&sp=387
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 13.001348

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