Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida

The present work includes a numerical study of stainless-steel vertical link in Y-inverted eccentrically braced frames. In this way, two innovative topics will be investigated in the field of steel structures. Among with these novelties are the use of mechanically advantageous and durable material,...

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Detalles Bibliográficos
Autor: Martinez Gutierrez, Jean Nicolas
Tipo de recurso: tesis de maestría
Fecha de publicación:2020
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:español
OAI Identifier:oai:upcommons.upc.edu:2117/192870
Acceso en línea:https://hdl.handle.net/2117/192870
Access Level:acceso abierto
Palabra clave:Stainless steel
Materials -- Testing
Acero Inoxidable
Portico arriostrado excentricamente
Abaqus
link
Acero al carbón
sismo
Acer inoxidable
Assaigs de materials
Àrees temàtiques de la UPC::Enginyeria civil
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spelling Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertidaMartinez Gutierrez, Jean NicolasStainless steelMaterials -- TestingAcero InoxidablePortico arriostrado excentricamenteAbaquslinkAcero al carbónsismoAcer inoxidableAssaigs de materialsÀrees temàtiques de la UPC::Enginyeria civilThe present work includes a numerical study of stainless-steel vertical link in Y-inverted eccentrically braced frames. In this way, two innovative topics will be investigated in the field of steel structures. Among with these novelties are the use of mechanically advantageous and durable material, and an unpopular structural system. That can take advantage of them in building located in places of seismic hazard. The used software are SAP2000 and Abaqus (it can be applied the cyclical parameters of Chaboche stain hardening model). To summary, the study will support of the literature to understand these two new concepts and to develop a parametric study of stainless steel (EN 1.4301) and carbon steel (S355) profiles. It includes HEB160 and HEB200 with geometric and material nonlinearity varying their length. So, they have a differentiation in their classification as short, intermediate, and long; as well as using intermediate transversal stiffeners and defining different levels of actions. Regarding to the test performed are buckling analysis, monotonic and cyclical including their respective residual stresses and geometric imperfections given for manufacturing purposes. To understand the mechanical behavior of the material when it is placed as a member of an earthquake resistant structure. Where its non-linear capacity, large deformation and dissipation of plastic energy are the basis to define its characteristics and to compare with popular carbon steel, frequently using in this type of structure.Universitat Politècnica de CatalunyaChacón Flores, Rolando Antonio20202020-05-2120202020-07-12master thesishttp://purl.org/coar/resource_type/c_bdccNAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/masterThesisapplication/pdfhttps://hdl.handle.net/2117/192870reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Españolspaopen 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:2117/1928702026-05-27T15:37:01Z
dc.title.none.fl_str_mv Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
title Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
spellingShingle Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
Martinez Gutierrez, Jean Nicolas
Stainless steel
Materials -- Testing
Acero Inoxidable
Portico arriostrado excentricamente
Abaqus
link
Acero al carbón
sismo
Acer inoxidable
Assaigs de materials
Àrees temàtiques de la UPC::Enginyeria civil
title_short Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
title_full Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
title_fullStr Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
title_full_unstemmed Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
title_sort Estudio numérico sobre links de acero inoxidable en pórticos arriostrados excéntricamente mediante Y-invertida
dc.creator.none.fl_str_mv Martinez Gutierrez, Jean Nicolas
author Martinez Gutierrez, Jean Nicolas
author_facet Martinez Gutierrez, Jean Nicolas
author_role author
dc.contributor.none.fl_str_mv Chacón Flores, Rolando Antonio
dc.subject.none.fl_str_mv Stainless steel
Materials -- Testing
Acero Inoxidable
Portico arriostrado excentricamente
Abaqus
link
Acero al carbón
sismo
Acer inoxidable
Assaigs de materials
Àrees temàtiques de la UPC::Enginyeria civil
topic Stainless steel
Materials -- Testing
Acero Inoxidable
Portico arriostrado excentricamente
Abaqus
link
Acero al carbón
sismo
Acer inoxidable
Assaigs de materials
Àrees temàtiques de la UPC::Enginyeria civil
description The present work includes a numerical study of stainless-steel vertical link in Y-inverted eccentrically braced frames. In this way, two innovative topics will be investigated in the field of steel structures. Among with these novelties are the use of mechanically advantageous and durable material, and an unpopular structural system. That can take advantage of them in building located in places of seismic hazard. The used software are SAP2000 and Abaqus (it can be applied the cyclical parameters of Chaboche stain hardening model). To summary, the study will support of the literature to understand these two new concepts and to develop a parametric study of stainless steel (EN 1.4301) and carbon steel (S355) profiles. It includes HEB160 and HEB200 with geometric and material nonlinearity varying their length. So, they have a differentiation in their classification as short, intermediate, and long; as well as using intermediate transversal stiffeners and defining different levels of actions. Regarding to the test performed are buckling analysis, monotonic and cyclical including their respective residual stresses and geometric imperfections given for manufacturing purposes. To understand the mechanical behavior of the material when it is placed as a member of an earthquake resistant structure. Where its non-linear capacity, large deformation and dissipation of plastic energy are the basis to define its characteristics and to compare with popular carbon steel, frequently using in this type of structure.
publishDate 2020
dc.date.none.fl_str_mv 2020
2020-05-21
2020
2020-07-12
dc.type.none.fl_str_mv master thesis
http://purl.org/coar/resource_type/c_bdcc
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/192870
url https://hdl.handle.net/2117/192870
dc.language.none.fl_str_mv Español
spa
language_invalid_str_mv Español
language spa
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 Universitat Politècnica de Catalunya
publisher.none.fl_str_mv Universitat Politècnica de Catalunya
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
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score 15,300724

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