Design proposal for ultimate shear strength of tapered steel plate girders

Numerous experimental and numerical studies on prismatic plate girders subjected to shear can be found in the literature. However, the real structures are frequently designed as non-uniform structural elements. The main objective of the research is the development of a new proposal for the calculati...

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Autores: Bedynek, Agnieszka, Real Saladrigas, Esther|||0000-0003-1723-3380, Mirambell Arrizabalaga, Enrique|||0000-0003-2612-9104
Tipo de recurso: artículo
Fecha de publicación:2017
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/104505
Acceso en línea:https://hdl.handle.net/2117/104505
https://dx.doi.org/10.3989/ic.15.065
Access Level:acceso abierto
Palabra clave:Steel, Structural--Testing
Tapered steel plate girders
Resal effect
Mechanical model
Ultimate shear resistance
EN 1993-1-5 rules
Design proposal
Acer de construcció -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
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spelling Design proposal for ultimate shear strength of tapered steel plate girdersBedynek, AgnieszkaReal Saladrigas, Esther|||0000-0003-1723-3380Mirambell Arrizabalaga, Enrique|||0000-0003-2612-9104Steel, Structural--TestingTapered steel plate girdersResal effectMechanical modelUltimate shear resistanceEN 1993-1-5 rulesDesign proposalAcer de construcció -- ProvesÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liquesNumerous experimental and numerical studies on prismatic plate girders subjected to shear can be found in the literature. However, the real structures are frequently designed as non-uniform structural elements. The main objective of the research is the development of a new proposal for the calculation of the ultimate shear resistance of tapered steel plate girders taking into account the specific behaviour of such members. A new mechanical model is presented in the paper and it is used to show the differences between the behaviour of uniform and tapered web panels subjected to shear. EN 1993-1-5 design specifications for the determination of the shear strength for rectangular plates are improved in order to assess the shear strength of tapered elements. Numerical studies carried out on tapered steel plate girders subjected to shear lead to confirm the suitability of the mechanical model and the proposed design expression.Peer ReviewedConsejo Superior de Investigaciones Científicas (CSIC)20172017-01-0120172017-05-16journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/104505https://dx.doi.org/10.3989/ic.15.065reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution 3.0 Spainhttp://creativecommons.org/licenses/by/3.0/es/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/1045052026-05-27T15:37:01Z
dc.title.none.fl_str_mv Design proposal for ultimate shear strength of tapered steel plate girders
title Design proposal for ultimate shear strength of tapered steel plate girders
spellingShingle Design proposal for ultimate shear strength of tapered steel plate girders
Bedynek, Agnieszka
Steel, Structural--Testing
Tapered steel plate girders
Resal effect
Mechanical model
Ultimate shear resistance
EN 1993-1-5 rules
Design proposal
Acer de construcció -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
title_short Design proposal for ultimate shear strength of tapered steel plate girders
title_full Design proposal for ultimate shear strength of tapered steel plate girders
title_fullStr Design proposal for ultimate shear strength of tapered steel plate girders
title_full_unstemmed Design proposal for ultimate shear strength of tapered steel plate girders
title_sort Design proposal for ultimate shear strength of tapered steel plate girders
dc.creator.none.fl_str_mv Bedynek, Agnieszka
Real Saladrigas, Esther|||0000-0003-1723-3380
Mirambell Arrizabalaga, Enrique|||0000-0003-2612-9104
author Bedynek, Agnieszka
author_facet Bedynek, Agnieszka
Real Saladrigas, Esther|||0000-0003-1723-3380
Mirambell Arrizabalaga, Enrique|||0000-0003-2612-9104
author_role author
author2 Real Saladrigas, Esther|||0000-0003-1723-3380
Mirambell Arrizabalaga, Enrique|||0000-0003-2612-9104
author2_role author
author
dc.subject.none.fl_str_mv Steel, Structural--Testing
Tapered steel plate girders
Resal effect
Mechanical model
Ultimate shear resistance
EN 1993-1-5 rules
Design proposal
Acer de construcció -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
topic Steel, Structural--Testing
Tapered steel plate girders
Resal effect
Mechanical model
Ultimate shear resistance
EN 1993-1-5 rules
Design proposal
Acer de construcció -- Proves
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
description Numerous experimental and numerical studies on prismatic plate girders subjected to shear can be found in the literature. However, the real structures are frequently designed as non-uniform structural elements. The main objective of the research is the development of a new proposal for the calculation of the ultimate shear resistance of tapered steel plate girders taking into account the specific behaviour of such members. A new mechanical model is presented in the paper and it is used to show the differences between the behaviour of uniform and tapered web panels subjected to shear. EN 1993-1-5 design specifications for the determination of the shear strength for rectangular plates are improved in order to assess the shear strength of tapered elements. Numerical studies carried out on tapered steel plate girders subjected to shear lead to confirm the suitability of the mechanical model and the proposed design expression.
publishDate 2017
dc.date.none.fl_str_mv 2017
2017-01-01
2017
2017-05-16
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/104505
https://dx.doi.org/10.3989/ic.15.065
url https://hdl.handle.net/2117/104505
https://dx.doi.org/10.3989/ic.15.065
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution 3.0 Spain
http://creativecommons.org/licenses/by/3.0/es/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution 3.0 Spain
http://creativecommons.org/licenses/by/3.0/es/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Consejo Superior de Investigaciones Científicas (CSIC)
publisher.none.fl_str_mv Consejo Superior de Investigaciones Científicas (CSIC)
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869406278591184896
score 15,301603

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