Dynamic analysis of a flare tower in off-shore platforms

Detalhes bibliográficos
Autor(a) principal: Maciel, Daniel Nelson
Data de Publicação: 2017
Outros Autores: Drumond, Tomaz de Paula, Greco, Marcelo
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFRN
Texto Completo: https://repositorio.ufrn.br/handle/123456789/30794
Resumo: Since deepwater petroleum deposits were discovered in 2008, many projects of off-shore platforms were made in Brazil. Therefore, it is necessary to know better the behavior of structural elements that are used on these platforms, both under static and under dynamic conditions. The present work deals with the dynamic analysis of a flare tower, which is a truss structure attached to these platforms, where gases with no industrial application are burned. As a result of the burn, shock waves generated during the process reach the flare tower structure, causing the occurrence of blast loads. On the present work, the behavior of the flare tower under blast loadings was analyzed. The structure was considered as a space truss due to its geometry and its joints. New flare tower dimensions were calculated and equivalent blast loading values were estimated. These values were established as initial conditions; stress and strainvalues in the finite elements are calculated. Thus, it was possible to evaluate if the structure of the flare tower would fail and the critical conditions on the structure could be identified. Results indicate that the structure is in safe conditions up to a limited period of time, due to the fatigue of materials.is
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spelling Maciel, Daniel NelsonDrumond, Tomaz de PaulaGreco, Marcelo2020-11-30T23:34:06Z2020-11-30T23:34:06Z2017DRUMOND, T. P. ; MACIEL, D.N. ; GRECO, Marcelo .Dynamic analysis of a flare tower in off-shore platforms. Theoretical and Applied Engineering, v. 01, p. 20-30, 2017. Disponível em: http://www.taaeufla.deg.ufla.br/index.php/TAAE/issue/view/1/Mechanical%20Engineering%202. Acesso em: 19 nov. 2020.2594-3863https://repositorio.ufrn.br/handle/123456789/30794Universidade Federal de LavrasExplosion effectsNonlinear analysisSpace trussDynamic analysis of a flare tower in off-shore platformsinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleSince deepwater petroleum deposits were discovered in 2008, many projects of off-shore platforms were made in Brazil. Therefore, it is necessary to know better the behavior of structural elements that are used on these platforms, both under static and under dynamic conditions. The present work deals with the dynamic analysis of a flare tower, which is a truss structure attached to these platforms, where gases with no industrial application are burned. As a result of the burn, shock waves generated during the process reach the flare tower structure, causing the occurrence of blast loads. On the present work, the behavior of the flare tower under blast loadings was analyzed. The structure was considered as a space truss due to its geometry and its joints. New flare tower dimensions were calculated and equivalent blast loading values were estimated. These values were established as initial conditions; stress and strainvalues in the finite elements are calculated. Thus, it was possible to evaluate if the structure of the flare tower would fail and the critical conditions on the structure could be identified. Results indicate that the structure is in safe conditions up to a limited period of time, due to the fatigue of materials.isengreponame:Repositório Institucional da UFRNinstname:Universidade Federal do Rio Grande do Norte (UFRN)instacron:UFRNinfo:eu-repo/semantics/openAccessORIGINALDynamicAnalysisOfAFlare_MACIEL_2018.pdfDynamicAnalysisOfAFlare_MACIEL_2018.pdfapplication/pdf1118475https://repositorio.ufrn.br/bitstream/123456789/30794/1/DynamicAnalysisOfAFlare_MACIEL_2018.pdf4b0dee8870c36f62c2c7616f09995549MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81484https://repositorio.ufrn.br/bitstream/123456789/30794/2/license.txte9597aa2854d128fd968be5edc8a28d9MD52TEXTDynamicAnalysisOfAFlare_MACIEL_2018.pdf.txtDynamicAnalysisOfAFlare_MACIEL_2018.pdf.txtExtracted texttext/plain35512https://repositorio.ufrn.br/bitstream/123456789/30794/3/DynamicAnalysisOfAFlare_MACIEL_2018.pdf.txt5a12a830d303d098ac2721351f114222MD53THUMBNAILDynamicAnalysisOfAFlare_MACIEL_2018.pdf.jpgDynamicAnalysisOfAFlare_MACIEL_2018.pdf.jpgGenerated Thumbnailimage/jpeg1562https://repositorio.ufrn.br/bitstream/123456789/30794/4/DynamicAnalysisOfAFlare_MACIEL_2018.pdf.jpg34dc087b4e34b32e5edb8b43505efbdbMD54123456789/307942020-12-06 05:06:40.948oai:https://repositorio.ufrn.br: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Repositório de PublicaçõesPUBhttp://repositorio.ufrn.br/oai/opendoar:2020-12-06T08:06:40Repositório Institucional da UFRN - Universidade Federal do Rio Grande do Norte (UFRN)false
dc.title.pt_BR.fl_str_mv Dynamic analysis of a flare tower in off-shore platforms
title Dynamic analysis of a flare tower in off-shore platforms
spellingShingle Dynamic analysis of a flare tower in off-shore platforms
Maciel, Daniel Nelson
Explosion effects
Nonlinear analysis
Space truss
title_short Dynamic analysis of a flare tower in off-shore platforms
title_full Dynamic analysis of a flare tower in off-shore platforms
title_fullStr Dynamic analysis of a flare tower in off-shore platforms
title_full_unstemmed Dynamic analysis of a flare tower in off-shore platforms
title_sort Dynamic analysis of a flare tower in off-shore platforms
author Maciel, Daniel Nelson
author_facet Maciel, Daniel Nelson
Drumond, Tomaz de Paula
Greco, Marcelo
author_role author
author2 Drumond, Tomaz de Paula
Greco, Marcelo
author2_role author
author
dc.contributor.author.fl_str_mv Maciel, Daniel Nelson
Drumond, Tomaz de Paula
Greco, Marcelo
dc.subject.por.fl_str_mv Explosion effects
Nonlinear analysis
Space truss
topic Explosion effects
Nonlinear analysis
Space truss
description Since deepwater petroleum deposits were discovered in 2008, many projects of off-shore platforms were made in Brazil. Therefore, it is necessary to know better the behavior of structural elements that are used on these platforms, both under static and under dynamic conditions. The present work deals with the dynamic analysis of a flare tower, which is a truss structure attached to these platforms, where gases with no industrial application are burned. As a result of the burn, shock waves generated during the process reach the flare tower structure, causing the occurrence of blast loads. On the present work, the behavior of the flare tower under blast loadings was analyzed. The structure was considered as a space truss due to its geometry and its joints. New flare tower dimensions were calculated and equivalent blast loading values were estimated. These values were established as initial conditions; stress and strainvalues in the finite elements are calculated. Thus, it was possible to evaluate if the structure of the flare tower would fail and the critical conditions on the structure could be identified. Results indicate that the structure is in safe conditions up to a limited period of time, due to the fatigue of materials.is
publishDate 2017
dc.date.issued.fl_str_mv 2017
dc.date.accessioned.fl_str_mv 2020-11-30T23:34:06Z
dc.date.available.fl_str_mv 2020-11-30T23:34:06Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.citation.fl_str_mv DRUMOND, T. P. ; MACIEL, D.N. ; GRECO, Marcelo .Dynamic analysis of a flare tower in off-shore platforms. Theoretical and Applied Engineering, v. 01, p. 20-30, 2017. Disponível em: http://www.taaeufla.deg.ufla.br/index.php/TAAE/issue/view/1/Mechanical%20Engineering%202. Acesso em: 19 nov. 2020.
dc.identifier.uri.fl_str_mv https://repositorio.ufrn.br/handle/123456789/30794
dc.identifier.issn.none.fl_str_mv 2594-3863
identifier_str_mv DRUMOND, T. P. ; MACIEL, D.N. ; GRECO, Marcelo .Dynamic analysis of a flare tower in off-shore platforms. Theoretical and Applied Engineering, v. 01, p. 20-30, 2017. Disponível em: http://www.taaeufla.deg.ufla.br/index.php/TAAE/issue/view/1/Mechanical%20Engineering%202. Acesso em: 19 nov. 2020.
2594-3863
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dc.publisher.none.fl_str_mv Universidade Federal de Lavras
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