Structural analysis of steel beam in executive phase of the application of prestressed

Detalhes bibliográficos
Autor(a) principal: Jardim, Pedro Ignácio Lima Gadêlha
Data de Publicação: 2021
Outros Autores: Silva, Benjamim Nogueira da, Ribeiro, Lívia Maria Palácio, Almeida, Diego Henrique de
Tipo de documento: Artigo
Idioma: por
Título da fonte: The Journal of Engineering and Exact Sciences
Texto Completo: https://periodicos.ufv.br/jcec/article/view/11941
Resumo: The use of prestressed as a solution for steel structures has been proposed since the 1950s and, despite several published studies, is not yet widespread in the professional environment. Its application is made externally to the structure and, among its applications, it is recommended for rehabilitation and reinforcement. Its executive method is relatively simplified, since little changes from the executive procedures of passive steel structures and prestressed concrete. This work aims to analyze the behavior of a rehabilitated steel beam when submitted to the stages of prestressed. For this, tendons will be applied, causing bending also in the direction of less inertia of the structural element. According to the proposed model, it can be observed that the efforts present in the executive stage do not exceed the supporting capacity of the element. However, certain loading phases can cause instability if they are not checked correctly.
id UFV-6_247a6c5480e0ed4ca8e6e2d5fc295153
oai_identifier_str oai:ojs.periodicos.ufv.br:article/11941
network_acronym_str UFV-6
network_name_str The Journal of Engineering and Exact Sciences
repository_id_str
spelling Structural analysis of steel beam in executive phase of the application of prestressedAnálisis estructural de viga de acero en la fase ejecutiva de pretensadoAnálise estrutural de viga de aço em fase executiva da aplicação de protensãoSteel StructurePrestressingPrestressed steel beamsEstrutura de açoProtensãoVigas de aço protendidasEstructura de aceroPretensadoVigas de acero pretensadoThe use of prestressed as a solution for steel structures has been proposed since the 1950s and, despite several published studies, is not yet widespread in the professional environment. Its application is made externally to the structure and, among its applications, it is recommended for rehabilitation and reinforcement. Its executive method is relatively simplified, since little changes from the executive procedures of passive steel structures and prestressed concrete. This work aims to analyze the behavior of a rehabilitated steel beam when submitted to the stages of prestressed. For this, tendons will be applied, causing bending also in the direction of less inertia of the structural element. According to the proposed model, it can be observed that the efforts present in the executive stage do not exceed the supporting capacity of the element. However, certain loading phases can cause instability if they are not checked correctly.El uso del pretensado como solución para estructuras de acero viene propuesto desde la década de 1950 y, a pesar de varios estudios publicados, todavía no está muy extendido en el ámbito profesional. Su aplicación se realiza fuera de la estructura y, entre sus aplicaciones, se recomienda para rehabilitación y refuerzo. Su método ejecutivo está relativamente simplificado, ya que se producen pequeños cambios en los procedimientos ejecutivos de las estructuras pasivas de acero y el hormigón pretensado. Este trabajo tiene como objetivo analizar el comportamiento de una viga de acero rehabilitada frente a escalones de pretensado. Para ello, se aplicarán cuerdas, provocando flexión también en la dirección de menor inercia del elemento estructural. De acuerdo con el modelo propuesto, se puede observar que los esfuerzos presentes en la etapa ejecutiva no superan la capacidad de soporte del elemento. Sin embargo, determinadas fases de carga pueden provocar inestabilidad si no se controlan correctamente.A utilização da protensão como solução para estruturas de aço foi proposta desde a década de 1950 e, apesar de diversos estudos publicados, ainda não está difundida no meio profissional. A sua aplicação é feita de forma externa à estrutura e, entre suas aplicações, é recomendada para reabilitação e reforço. Seu método executivo é relativamente simplificado, uma vez que pouco se altera dos procedimentos executivos das estruturas de aço passivas e do concreto protendido. Este trabalho tem como objetivo analisar o comportamento de uma viga de aço reabilitada quando submetida às etapas de protensão. Para isso, serão aplicadas cordoalhas, causando flexão também no sentido de menor inércia do elemento estrutural. De acordo com o modelo proposto, pode-se observar que os esforços presentes na etapa executiva não superam a capacidade de suporte do elemento. Entretanto, determinadas fases de carregamento podem causar instabilidade caso não sejam verificadas corretamente.   Universidade Federal de Viçosa - UFV2021-03-30info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://periodicos.ufv.br/jcec/article/view/1194110.18540/jcecvl7iss1pp11941-01-09eThe Journal of Engineering and Exact Sciences; Vol. 7 No. 1 (2021); 11941-01-09eThe Journal of Engineering and Exact Sciences; Vol. 7 Núm. 1 (2021); 11941-01-09eThe Journal of Engineering and Exact Sciences; v. 7 n. 1 (2021); 11941-01-09e2527-1075reponame:The Journal of Engineering and Exact Sciencesinstname:Universidade Federal de Viçosa (UFV)instacron:UFVporhttps://periodicos.ufv.br/jcec/article/view/11941/6497Copyright (c) 2021 The Journal of Engineering and Exact Scienceshttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessJardim, Pedro Ignácio Lima GadêlhaSilva, Benjamim Nogueira daRibeiro, Lívia Maria PalácioAlmeida, Diego Henrique de2021-05-31T12:54:32Zoai:ojs.periodicos.ufv.br:article/11941Revistahttp://www.seer.ufv.br/seer/rbeq2/index.php/req2/oai2527-10752527-1075opendoar:2021-05-31T12:54:32The Journal of Engineering and Exact Sciences - Universidade Federal de Viçosa (UFV)false
dc.title.none.fl_str_mv Structural analysis of steel beam in executive phase of the application of prestressed
Análisis estructural de viga de acero en la fase ejecutiva de pretensado
Análise estrutural de viga de aço em fase executiva da aplicação de protensão
title Structural analysis of steel beam in executive phase of the application of prestressed
spellingShingle Structural analysis of steel beam in executive phase of the application of prestressed
Jardim, Pedro Ignácio Lima Gadêlha
Steel Structure
Prestressing
Prestressed steel beams
Estrutura de aço
Protensão
Vigas de aço protendidas
Estructura de acero
Pretensado
Vigas de acero pretensado
title_short Structural analysis of steel beam in executive phase of the application of prestressed
title_full Structural analysis of steel beam in executive phase of the application of prestressed
title_fullStr Structural analysis of steel beam in executive phase of the application of prestressed
title_full_unstemmed Structural analysis of steel beam in executive phase of the application of prestressed
title_sort Structural analysis of steel beam in executive phase of the application of prestressed
author Jardim, Pedro Ignácio Lima Gadêlha
author_facet Jardim, Pedro Ignácio Lima Gadêlha
Silva, Benjamim Nogueira da
Ribeiro, Lívia Maria Palácio
Almeida, Diego Henrique de
author_role author
author2 Silva, Benjamim Nogueira da
Ribeiro, Lívia Maria Palácio
Almeida, Diego Henrique de
author2_role author
author
author
dc.contributor.author.fl_str_mv Jardim, Pedro Ignácio Lima Gadêlha
Silva, Benjamim Nogueira da
Ribeiro, Lívia Maria Palácio
Almeida, Diego Henrique de
dc.subject.por.fl_str_mv Steel Structure
Prestressing
Prestressed steel beams
Estrutura de aço
Protensão
Vigas de aço protendidas
Estructura de acero
Pretensado
Vigas de acero pretensado
topic Steel Structure
Prestressing
Prestressed steel beams
Estrutura de aço
Protensão
Vigas de aço protendidas
Estructura de acero
Pretensado
Vigas de acero pretensado
description The use of prestressed as a solution for steel structures has been proposed since the 1950s and, despite several published studies, is not yet widespread in the professional environment. Its application is made externally to the structure and, among its applications, it is recommended for rehabilitation and reinforcement. Its executive method is relatively simplified, since little changes from the executive procedures of passive steel structures and prestressed concrete. This work aims to analyze the behavior of a rehabilitated steel beam when submitted to the stages of prestressed. For this, tendons will be applied, causing bending also in the direction of less inertia of the structural element. According to the proposed model, it can be observed that the efforts present in the executive stage do not exceed the supporting capacity of the element. However, certain loading phases can cause instability if they are not checked correctly.
publishDate 2021
dc.date.none.fl_str_mv 2021-03-30
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://periodicos.ufv.br/jcec/article/view/11941
10.18540/jcecvl7iss1pp11941-01-09e
url https://periodicos.ufv.br/jcec/article/view/11941
identifier_str_mv 10.18540/jcecvl7iss1pp11941-01-09e
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://periodicos.ufv.br/jcec/article/view/11941/6497
dc.rights.driver.fl_str_mv Copyright (c) 2021 The Journal of Engineering and Exact Sciences
https://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2021 The Journal of Engineering and Exact Sciences
https://creativecommons.org/licenses/by/4.0
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
publisher.none.fl_str_mv Universidade Federal de Viçosa - UFV
dc.source.none.fl_str_mv The Journal of Engineering and Exact Sciences; Vol. 7 No. 1 (2021); 11941-01-09e
The Journal of Engineering and Exact Sciences; Vol. 7 Núm. 1 (2021); 11941-01-09e
The Journal of Engineering and Exact Sciences; v. 7 n. 1 (2021); 11941-01-09e
2527-1075
reponame:The Journal of Engineering and Exact Sciences
instname:Universidade Federal de Viçosa (UFV)
instacron:UFV
instname_str Universidade Federal de Viçosa (UFV)
instacron_str UFV
institution UFV
reponame_str The Journal of Engineering and Exact Sciences
collection The Journal of Engineering and Exact Sciences
repository.name.fl_str_mv The Journal of Engineering and Exact Sciences - Universidade Federal de Viçosa (UFV)
repository.mail.fl_str_mv
_version_ 1798313321218179072

Registros relacionados