Análise comparativa de modelos de cargas móveis em pontes

Detalhes bibliográficos
Autor(a) principal: Santos, Alessandro Alves dos
Data de Publicação: 2021
Tipo de documento: Trabalho de conclusão de curso
Idioma: por
Título da fonte: Repositório Institucional da UFS
Texto Completo: http://ri.ufs.br/jspui/handle/riufs/15797
Resumo: This work presentes a comparative analysis between the static forces in the reinforced concrete bridge through tha application of the mobile load present in brazilian standard NBR 7188/2013 and a vehicle convoy, elaborated according to a reduced database of road. The study objective to analyze the influence of the vehicle proposed by the brazilian standard on the desing efforts on the long-span beam of a bridge. For this, it was proposed that the mobile load would act strictly in the same portion of space that the vehicle convoy occupied during the bridge’s transit. To obtain the efforts, it was used the finite element method through three-dimensional modeling provided by Autodesk ROBOT software. In view of the study about the requesting efforts generated for each imposed situation, it was possible to notice that the vehicle convoy presented considerably lower values both for the shear effort, as for the positive bending moment of the in the long-span beam of the bridge.
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spelling Santos, Alessandro Alves dosSantos, Emerson Figueiredo dos2022-05-30T13:19:19Z2022-05-30T13:19:19Z2021-08-09Santos, Alessandro Alves dos. Análise comparativa de modelos de cargas móveis em pontes. São Cristóvão, 2021. Monografia (Graduação em Engenharia Civil) – Departamento de Engenharia Civil, Centro de Ciências Exatas e Tecnologia, Universidade Federal de Sergipe, São Cristóvão, SE, 2021http://ri.ufs.br/jspui/handle/riufs/15797This work presentes a comparative analysis between the static forces in the reinforced concrete bridge through tha application of the mobile load present in brazilian standard NBR 7188/2013 and a vehicle convoy, elaborated according to a reduced database of road. The study objective to analyze the influence of the vehicle proposed by the brazilian standard on the desing efforts on the long-span beam of a bridge. For this, it was proposed that the mobile load would act strictly in the same portion of space that the vehicle convoy occupied during the bridge’s transit. To obtain the efforts, it was used the finite element method through three-dimensional modeling provided by Autodesk ROBOT software. In view of the study about the requesting efforts generated for each imposed situation, it was possible to notice that the vehicle convoy presented considerably lower values both for the shear effort, as for the positive bending moment of the in the long-span beam of the bridge.Este trabalho apresenta uma análise comparativa entre os esforços estáticos na estrutura de uma obra-de-arte mediante a aplicação da carga móvel presente na NBR 7188/2013 e um comboio de veículos, elaborado de acordo com uma base reduzida de dados rodoviários. O estudo tende a analisar a influência do veículo proposto pela norma nos esforços de dimensionamento das longarinas de uma ponte. Para isso, foi proposto que a carga móvel atuasse restritamente na mesma porção de espaço que o comboio de veículos ocupasse durante o trânsito da ponte. Para a obtenção dos esforços, o método escolhido foi o de elementos finitos através da modelagem tridimensional fornecida pelo software Autodesk ROBOT. Diante do estudo acerca dos esforços solicitantes gerados para cada situação imposta, foi possível perceber que o comboio de veículos apresentou valores consideravelmente menores tanto para o esforço cortante, como para o momento fletor positivo na longarina da obra-de-arte.São Cristóvão, SEporEngenharia CivilEnsino de engenharia civilPontesAutodesk ROBOT (software)Carga móvelNBR 7188/2013Estruturas (engenharia civil)BridgesLong-span beamVehicle convoyThree-dimensional modelENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURASAnálise comparativa de modelos de cargas móveis em pontesinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bachelorThesisUniversidade Federal de SergipeDEC - Departamento de Engenharia Civil – São Cristóvão - Presencialreponame:Repositório Institucional da UFSinstname:Universidade Federal de Sergipe (UFS)instacron:UFSinfo:eu-repo/semantics/openAccessLICENSElicense.txtlicense.txttext/plain; charset=utf-81475https://ri.ufs.br/jspui/bitstream/riufs/15797/1/license.txt098cbbf65c2c15e1fb2e49c5d306a44cMD51ORIGINALAlessandro_Alves_Santos.pdfAlessandro_Alves_Santos.pdfapplication/pdf2202713https://ri.ufs.br/jspui/bitstream/riufs/15797/2/Alessandro_Alves_Santos.pdf95896b5a8465fabdb6f8c043d7f4102eMD52TEXTAlessandro_Alves_Santos.pdf.txtAlessandro_Alves_Santos.pdf.txtExtracted texttext/plain62430https://ri.ufs.br/jspui/bitstream/riufs/15797/3/Alessandro_Alves_Santos.pdf.txt3d1cd385d36fe5f5c549d9f3a4dfbb75MD53THUMBNAILAlessandro_Alves_Santos.pdf.jpgAlessandro_Alves_Santos.pdf.jpgGenerated Thumbnailimage/jpeg1242https://ri.ufs.br/jspui/bitstream/riufs/15797/4/Alessandro_Alves_Santos.pdf.jpg5be934b216aefe5d810729c284715dfcMD54riufs/157972022-05-30 10:19:19.498oai:ufs.br:riufs/15797TElDRU7Dh0EgREUgRElTVFJJQlVJw4fDg08gTsODTy1FWENMVVNJVkEKCkNvbSBhIGFwcmVzZW50YcOnw6NvIGRlc3RhIGxpY2Vuw6dhLCB2b2PDqiAobyBhdXRvcihlcykgb3UgbyB0aXR1bGFyIGRvcyBkaXJlaXRvcyBkZSBhdXRvcikgY29uY2VkZSDDoCBVbml2ZXJzaWRhZGUgRmVkZXJhbCBkZSBTZXJnaXBlIG8gZGlyZWl0byBuw6NvLWV4Y2x1c2l2byBkZSByZXByb2R1emlyIHNldSB0cmFiYWxobyBubyBmb3JtYXRvIGVsZXRyw7RuaWNvLCBpbmNsdWluZG8gb3MgZm9ybWF0b3Mgw6F1ZGlvIG91IHbDrWRlby4KClZvY8OqIGNvbmNvcmRhIHF1ZSBhIFVuaXZlcnNpZGFkZSBGZWRlcmFsIGRlIFNlcmdpcGUgcG9kZSwgc2VtIGFsdGVyYXIgbyBjb250ZcO6ZG8sIHRyYW5zcG9yIHNldSB0cmFiYWxobyBwYXJhIHF1YWxxdWVyIG1laW8gb3UgZm9ybWF0byBwYXJhIGZpbnMgZGUgcHJlc2VydmHDp8Ojby4KClZvY8OqIHRhbWLDqW0gY29uY29yZGEgcXVlIGEgVW5pdmVyc2lkYWRlIEZlZGVyYWwgZGUgU2VyZ2lwZSBwb2RlIG1hbnRlciBtYWlzIGRlIHVtYSBjw7NwaWEgZGUgc2V1IHRyYWJhbGhvIHBhcmEgZmlucyBkZSBzZWd1cmFuw6dhLCBiYWNrLXVwIGUgcHJlc2VydmHDp8Ojby4KClZvY8OqIGRlY2xhcmEgcXVlIHNldSB0cmFiYWxobyDDqSBvcmlnaW5hbCBlIHF1ZSB2b2PDqiB0ZW0gbyBwb2RlciBkZSBjb25jZWRlciBvcyBkaXJlaXRvcyBjb250aWRvcyBuZXN0YSBsaWNlbsOnYS4gVm9jw6ogdGFtYsOpbSBkZWNsYXJhIHF1ZSBvIGRlcMOzc2l0bywgcXVlIHNlamEgZGUgc2V1IGNvbmhlY2ltZW50bywgbsOjbyBpbmZyaW5nZSBkaXJlaXRvcyBhdXRvcmFpcyBkZSBuaW5ndcOpbS4KCkNhc28gbyB0cmFiYWxobyBjb250ZW5oYSBtYXRlcmlhbCBxdWUgdm9jw6ogbsOjbyBwb3NzdWkgYSB0aXR1bGFyaWRhZGUgZG9zIGRpcmVpdG9zIGF1dG9yYWlzLCB2b2PDqiBkZWNsYXJhIHF1ZSBvYnRldmUgYSBwZXJtaXNzw6NvIGlycmVzdHJpdGEgZG8gZGV0ZW50b3IgZG9zIGRpcmVpdG9zIGF1dG9yYWlzIHBhcmEgY29uY2VkZXIgw6AgVW5pdmVyc2lkYWRlIEZlZGVyYWwgZGUgU2VyZ2lwZSBvcyBkaXJlaXRvcyBhcHJlc2VudGFkb3MgbmVzdGEgbGljZW7Dp2EsIGUgcXVlIGVzc2UgbWF0ZXJpYWwgZGUgcHJvcHJpZWRhZGUgZGUgdGVyY2Vpcm9zIGVzdMOhIGNsYXJhbWVudGUgaWRlbnRpZmljYWRvIGUgcmVjb25oZWNpZG8gbm8gdGV4dG8gb3Ugbm8gY29udGXDumRvLgoKQSBVbml2ZXJzaWRhZGUgRmVkZXJhbCBkZSBTZXJnaXBlIHNlIGNvbXByb21ldGUgYSBpZGVudGlmaWNhciBjbGFyYW1lbnRlIG8gc2V1IG5vbWUocykgb3UgbyhzKSBub21lKHMpIGRvKHMpIApkZXRlbnRvcihlcykgZG9zIGRpcmVpdG9zIGF1dG9yYWlzIGRvIHRyYWJhbGhvLCBlIG7Do28gZmFyw6EgcXVhbHF1ZXIgYWx0ZXJhw6fDo28sIGFsw6ltIGRhcXVlbGFzIGNvbmNlZGlkYXMgcG9yIGVzdGEgbGljZW7Dp2EuIAo=Repositório InstitucionalPUBhttps://ri.ufs.br/oai/requestrepositorio@academico.ufs.bropendoar:2022-05-30T13:19:19Repositório Institucional da UFS - Universidade Federal de Sergipe (UFS)false
dc.title.pt_BR.fl_str_mv Análise comparativa de modelos de cargas móveis em pontes
title Análise comparativa de modelos de cargas móveis em pontes
spellingShingle Análise comparativa de modelos de cargas móveis em pontes
Santos, Alessandro Alves dos
Engenharia Civil
Ensino de engenharia civil
Pontes
Autodesk ROBOT (software)
Carga móvel
NBR 7188/2013
Estruturas (engenharia civil)
Bridges
Long-span beam
Vehicle convoy
Three-dimensional model
ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
title_short Análise comparativa de modelos de cargas móveis em pontes
title_full Análise comparativa de modelos de cargas móveis em pontes
title_fullStr Análise comparativa de modelos de cargas móveis em pontes
title_full_unstemmed Análise comparativa de modelos de cargas móveis em pontes
title_sort Análise comparativa de modelos de cargas móveis em pontes
author Santos, Alessandro Alves dos
author_facet Santos, Alessandro Alves dos
author_role author
dc.contributor.author.fl_str_mv Santos, Alessandro Alves dos
dc.contributor.advisor1.fl_str_mv Santos, Emerson Figueiredo dos
contributor_str_mv Santos, Emerson Figueiredo dos
dc.subject.por.fl_str_mv Engenharia Civil
Ensino de engenharia civil
Pontes
Autodesk ROBOT (software)
Carga móvel
NBR 7188/2013
Estruturas (engenharia civil)
topic Engenharia Civil
Ensino de engenharia civil
Pontes
Autodesk ROBOT (software)
Carga móvel
NBR 7188/2013
Estruturas (engenharia civil)
Bridges
Long-span beam
Vehicle convoy
Three-dimensional model
ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
dc.subject.eng.fl_str_mv Bridges
Long-span beam
Vehicle convoy
Three-dimensional model
dc.subject.cnpq.fl_str_mv ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
description This work presentes a comparative analysis between the static forces in the reinforced concrete bridge through tha application of the mobile load present in brazilian standard NBR 7188/2013 and a vehicle convoy, elaborated according to a reduced database of road. The study objective to analyze the influence of the vehicle proposed by the brazilian standard on the desing efforts on the long-span beam of a bridge. For this, it was proposed that the mobile load would act strictly in the same portion of space that the vehicle convoy occupied during the bridge’s transit. To obtain the efforts, it was used the finite element method through three-dimensional modeling provided by Autodesk ROBOT software. In view of the study about the requesting efforts generated for each imposed situation, it was possible to notice that the vehicle convoy presented considerably lower values both for the shear effort, as for the positive bending moment of the in the long-span beam of the bridge.
publishDate 2021
dc.date.issued.fl_str_mv 2021-08-09
dc.date.accessioned.fl_str_mv 2022-05-30T13:19:19Z
dc.date.available.fl_str_mv 2022-05-30T13:19:19Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/bachelorThesis
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dc.identifier.citation.fl_str_mv Santos, Alessandro Alves dos. Análise comparativa de modelos de cargas móveis em pontes. São Cristóvão, 2021. Monografia (Graduação em Engenharia Civil) – Departamento de Engenharia Civil, Centro de Ciências Exatas e Tecnologia, Universidade Federal de Sergipe, São Cristóvão, SE, 2021
dc.identifier.uri.fl_str_mv http://ri.ufs.br/jspui/handle/riufs/15797
identifier_str_mv Santos, Alessandro Alves dos. Análise comparativa de modelos de cargas móveis em pontes. São Cristóvão, 2021. Monografia (Graduação em Engenharia Civil) – Departamento de Engenharia Civil, Centro de Ciências Exatas e Tecnologia, Universidade Federal de Sergipe, São Cristóvão, SE, 2021
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