Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints

Detalhes bibliográficos
Autor(a) principal: Mikheeva, Margarita
Data de Publicação: 2017
Tipo de documento: Dissertação
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/83228
Resumo: Dissertação de Mestrado em Construção Metálica e Mista apresentada à Faculdade de Ciências e Tecnologia
id RCAP_6cd57962223e69d5851d1f0e13428d18
oai_identifier_str oai:estudogeral.uc.pt:10316/83228
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel jointsNumerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel jointshollow sectionsmoment resistant jointschannel jointscompressed componentnumerical analysishollow sectionsmoment resistant jointschannel jointscompressed componentnumerical analysisDissertação de Mestrado em Construção Metálica e Mista apresentada à Faculdade de Ciências e TecnologiaHollow sections appear to be very attractive from the architectural and structural point of view. They exhibit high aesthetic performance along with significant resistance to compression, bending and torsion. Additionally, hollow sections show higher durability and corrosion resistance comparing to opened sections.However, connecting to hollow sections is a demanding procedure. The absence of the access to the interior void of hollow sections leads to the necessity of developing appropriate types of joints which would allow to balance design, fabrication, erection and operation stages with the overall project cost.The range of possible connections of beams to hollow sections is already invented. Nevertheless, there is always a challenge to develop connection types with improved characteristics. The present thesis is a part of the wider research of beam-to-rectangular hollow section column moment resistant joint subjected mainly to the action of the bending moment. The main research project is divided into three parts, investigation of compressed components of the joint, tension components of the joint and the global joint. Each part contains experimental tests, numerical modeling and analytical characterization of the joint behaviour. The goal of the thesis is to investigate the behaviour of compressed components of the joint by numerical modeling. Numerical results are further validated by comparison to experimental data. Numerical simulations are carried out by DS Simulia Abaqus software. The thesis includes numerical analysis of four models corresponding to experimental specimens which represent compressed components of the joint. After the calibration of obtained results the parametric study is implemented for 104 numerical models more. The parametric study aims to investigate the behaviour of the components for the extended range of geometrical variation.The result of the present thesis is the information about resistance and stiffness of the compressed components of the joint based on the force - displacement response which is obtained for the total number of 108 numerical models.Hollow sections appear to be very attractive from the architectural and structural point of view. They exhibit high aesthetic performance along with significant resistance to compression, bending and torsion. Additionally, hollow sections show higher durability and corrosion resistance comparing to opened sections.However, connecting to hollow sections is a demanding procedure. The absence of the access to the interior void of hollow sections leads to the necessity of developing appropriate types of joints which would allow to balance design, fabrication, erection and operation stages with the overall project cost.The range of possible connections of beams to hollow sections is already invented. Nevertheless, there is always a challenge to develop connection types with improved characteristics. The present thesis is a part of the wider research of beam-to-rectangular hollow section column moment resistant joint subjected mainly to the action of the bending moment. The main research project is divided into three parts, investigation of compressed components of the joint, tension components of the joint and the global joint. Each part contains experimental tests, numerical modeling and analytical characterization of the joint behaviour. The goal of the thesis is to investigate the behaviour of compressed components of the joint by numerical modeling. Numerical results are further validated by comparison to experimental data. Numerical simulations are carried out by DS Simulia Abaqus software. The thesis includes numerical analysis of four models corresponding to experimental specimens which represent compressed components of the joint. After the calibration of obtained results the parametric study is implemented for 104 numerical models more. The parametric study aims to investigate the behaviour of the components for the extended range of geometrical variation.The result of the present thesis is the information about resistance and stiffness of the compressed components of the joint based on the force - displacement response which is obtained for the total number of 108 numerical models.2017-02-149999-12-31T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesishttp://hdl.handle.net/10316/83228http://hdl.handle.net/10316/83228TID:202124398engMikheeva, Margaritainfo:eu-repo/semantics/embargoedAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-10-27T10:49:27Zoai:estudogeral.uc.pt:10316/83228Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T21:05:01.105374Repositório 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 Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
title Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
spellingShingle Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
Mikheeva, Margarita
hollow sections
moment resistant joints
channel joints
compressed component
numerical analysis
hollow sections
moment resistant joints
channel joints
compressed component
numerical analysis
title_short Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
title_full Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
title_fullStr Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
title_full_unstemmed Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
title_sort Numerical analysis of compressed components of beam-to-rectangular hollow section column moment resistant steel joints
author Mikheeva, Margarita
author_facet Mikheeva, Margarita
author_role author
dc.contributor.author.fl_str_mv Mikheeva, Margarita
dc.subject.por.fl_str_mv hollow sections
moment resistant joints
channel joints
compressed component
numerical analysis
hollow sections
moment resistant joints
channel joints
compressed component
numerical analysis
topic hollow sections
moment resistant joints
channel joints
compressed component
numerical analysis
hollow sections
moment resistant joints
channel joints
compressed component
numerical analysis
description Dissertação de Mestrado em Construção Metálica e Mista apresentada à Faculdade de Ciências e Tecnologia
publishDate 2017
dc.date.none.fl_str_mv 2017-02-14
9999-12-31T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/83228
http://hdl.handle.net/10316/83228
TID:202124398
url http://hdl.handle.net/10316/83228
identifier_str_mv TID:202124398
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/embargoedAccess
eu_rights_str_mv embargoedAccess
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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
repository.mail.fl_str_mv
_version_ 1799133941982035968