Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Tipo de documento: | Tese |
Idioma: | por |
Título da fonte: | Manancial - Repositório Digital da UFSM |
dARK ID: | ark:/26339/0013000017716 |
Texto Completo: | http://repositorio.ufsm.br/handle/1/25075 |
Resumo: | There is a growing demand for bridges with prestressed precast segments, thus, the need for further study and development of this system is evident. Currently, these bridges use connections between segments by joints with shear keys, which present fairly divergent design models. The aim of this work is to develop calculation models to be used in calculating the shear force of seals with shear keys, with and without epoxy adhesive, as well as for flat joints with epoxy adhesive, which can be used in bridges composed of prestressed precast segments. Therefore, the methodology employed is initially to study the problems in joints, with emphasis on joint systems that use shear keys. Next, we define joint models with shear keys in order to test them by theoretical, computational numerical analysis, using the finite element method and an experimental program. Totally, 27 joint specimens were tested in the experimental phase. It was verified that the use of epoxy adhesive in joints with shear keys provided increases in shear force up to 55.47%. Compering the proposed model for joints with shear keys and epoxy adhesive with the experimental results, we always obtained low differences, not exceeding 8%. Considering the proposed model for joints with dry shear keys, we verified that there was a maximum difference of less than 8%, with an average of less than 5%. Finally, regarding the flat joints and epoxy adhesive model, it presented a behavior very close to the experimental one, resulting in variations of less than 5%. These results and conclusions attest to the efficiency and consistency of the proposed models when compared to the theoretical models tested. |
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Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidasTheoretical and experimental analysis of the transmission of forces in joints of segments of prestressed precast bridgesPontesAduelasChaves de cisalhamentoBridgesSegmentalShear keysCNPQ::ENGENHARIAS::ENGENHARIA CIVILThere is a growing demand for bridges with prestressed precast segments, thus, the need for further study and development of this system is evident. Currently, these bridges use connections between segments by joints with shear keys, which present fairly divergent design models. The aim of this work is to develop calculation models to be used in calculating the shear force of seals with shear keys, with and without epoxy adhesive, as well as for flat joints with epoxy adhesive, which can be used in bridges composed of prestressed precast segments. Therefore, the methodology employed is initially to study the problems in joints, with emphasis on joint systems that use shear keys. Next, we define joint models with shear keys in order to test them by theoretical, computational numerical analysis, using the finite element method and an experimental program. Totally, 27 joint specimens were tested in the experimental phase. It was verified that the use of epoxy adhesive in joints with shear keys provided increases in shear force up to 55.47%. Compering the proposed model for joints with shear keys and epoxy adhesive with the experimental results, we always obtained low differences, not exceeding 8%. Considering the proposed model for joints with dry shear keys, we verified that there was a maximum difference of less than 8%, with an average of less than 5%. Finally, regarding the flat joints and epoxy adhesive model, it presented a behavior very close to the experimental one, resulting in variations of less than 5%. These results and conclusions attest to the efficiency and consistency of the proposed models when compared to the theoretical models tested.Dada a crescente demanda de obras de pontes com aduelas pré-moldadas protendidas torna-se evidente a necessidade do estudo e desenvolvimento deste sistema. Essas pontes utilizam ligações entre aduelas por meio de juntas com chaves de cisalhamento as quais apresentam modelos de dimensionamento bastante divergentes e pouco consistentes. Com isso, buscou-se neste trabalho desenvolver modelos a serem empregados no cálculo da força cortante resistente de juntas com chaves de cisalhamento, com e sem adesivo epóxi, assim como, no cálculo de juntas planas com adesivo epóxi. A metodologia empregada consistiu em, inicialmente, estudar os problemas existentes nas juntas, com ênfase nos sistemas de juntas que empregam chaves de cisalhamento. Em seguida, definir modelos de juntas com chaves de cisalhamento de modo a testá-los por meio de análises teóricas, numéricas computacionais empregando o método dos elementos finitos e de um programa experimental. Ao todo, na fase experimental, foram ensaiados 27 corpos de prova de juntas. Foi possível verificar que o uso do adesivo epóxi em juntas com chaves de cisalhamento propiciou acréscimos de resistência da força cortante de até 55,47%. Quanto ao modelo proposto para juntas com chaves de cisalhamento e adesivo epóxi, ao compará-lo com os resultados experimentais, obteve-se diferenças sempre baixas, não excedendo 8%. Quanto ao modelo proposto para juntas com chaves de cisalhamento secas, verificou-se uma diferença máxima inferior a 8%, sendo a média inferior a 5%. Por fim, quanto ao modelo de juntas planas e adesivo epóxi, esse apresentou comportamento bastante próximo do experimental, resultando em variações inferiores a 5%. Esses resultados e conclusões atestam a eficiência e a consistência dos modelos propostos quando comparados aos modelos teóricos testados.Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de TecnologiaRizzatti, Eduardohttp://lattes.cnpq.br/2907271596071103Sánchez Filho, Emil de SouzaBorowski, Gustavo da CostaGomes, Herbert MartinsSilva Filho, Júlio Jerônimo HoltzDonin, Christian2022-06-24T17:49:54Z2022-06-24T17:49:54Z2020-04-07info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdfhttp://repositorio.ufsm.br/handle/1/25075ark:/26339/0013000017716porAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSM2022-06-24T17:49:54Zoai:repositorio.ufsm.br:1/25075Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2022-06-24T17:49:54Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false |
dc.title.none.fl_str_mv |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas Theoretical and experimental analysis of the transmission of forces in joints of segments of prestressed precast bridges |
title |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas |
spellingShingle |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas Donin, Christian Pontes Aduelas Chaves de cisalhamento Bridges Segmental Shear keys CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
title_short |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas |
title_full |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas |
title_fullStr |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas |
title_full_unstemmed |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas |
title_sort |
Análise teórica e experimental da transmissão de forças na junção de aduelas pré-moldadas de pontes protendidas |
author |
Donin, Christian |
author_facet |
Donin, Christian |
author_role |
author |
dc.contributor.none.fl_str_mv |
Rizzatti, Eduardo http://lattes.cnpq.br/2907271596071103 Sánchez Filho, Emil de Souza Borowski, Gustavo da Costa Gomes, Herbert Martins Silva Filho, Júlio Jerônimo Holtz |
dc.contributor.author.fl_str_mv |
Donin, Christian |
dc.subject.por.fl_str_mv |
Pontes Aduelas Chaves de cisalhamento Bridges Segmental Shear keys CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
topic |
Pontes Aduelas Chaves de cisalhamento Bridges Segmental Shear keys CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
description |
There is a growing demand for bridges with prestressed precast segments, thus, the need for further study and development of this system is evident. Currently, these bridges use connections between segments by joints with shear keys, which present fairly divergent design models. The aim of this work is to develop calculation models to be used in calculating the shear force of seals with shear keys, with and without epoxy adhesive, as well as for flat joints with epoxy adhesive, which can be used in bridges composed of prestressed precast segments. Therefore, the methodology employed is initially to study the problems in joints, with emphasis on joint systems that use shear keys. Next, we define joint models with shear keys in order to test them by theoretical, computational numerical analysis, using the finite element method and an experimental program. Totally, 27 joint specimens were tested in the experimental phase. It was verified that the use of epoxy adhesive in joints with shear keys provided increases in shear force up to 55.47%. Compering the proposed model for joints with shear keys and epoxy adhesive with the experimental results, we always obtained low differences, not exceeding 8%. Considering the proposed model for joints with dry shear keys, we verified that there was a maximum difference of less than 8%, with an average of less than 5%. Finally, regarding the flat joints and epoxy adhesive model, it presented a behavior very close to the experimental one, resulting in variations of less than 5%. These results and conclusions attest to the efficiency and consistency of the proposed models when compared to the theoretical models tested. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-04-07 2022-06-24T17:49:54Z 2022-06-24T17:49:54Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/doctoralThesis |
format |
doctoralThesis |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://repositorio.ufsm.br/handle/1/25075 |
dc.identifier.dark.fl_str_mv |
ark:/26339/0013000017716 |
url |
http://repositorio.ufsm.br/handle/1/25075 |
identifier_str_mv |
ark:/26339/0013000017716 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.rights.driver.fl_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Santa Maria Brasil Engenharia Civil UFSM Programa de Pós-Graduação em Engenharia Civil Centro de Tecnologia |
publisher.none.fl_str_mv |
Universidade Federal de Santa Maria Brasil Engenharia Civil UFSM Programa de Pós-Graduação em Engenharia Civil Centro de Tecnologia |
dc.source.none.fl_str_mv |
reponame:Manancial - Repositório Digital da UFSM instname:Universidade Federal de Santa Maria (UFSM) instacron:UFSM |
instname_str |
Universidade Federal de Santa Maria (UFSM) |
instacron_str |
UFSM |
institution |
UFSM |
reponame_str |
Manancial - Repositório Digital da UFSM |
collection |
Manancial - Repositório Digital da UFSM |
repository.name.fl_str_mv |
Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM) |
repository.mail.fl_str_mv |
atendimento.sib@ufsm.br||tedebc@gmail.com |
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1815172464898998272 |