Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools
Autor(a) principal: | |
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Data de Publicação: | 2023 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Revista de Engenharia e Pesquisa Aplicada |
Texto Completo: | http://revistas.poli.br/index.php/repa/article/view/2506 |
Resumo: | The main goal of the present work is the investigation of a construction and integration of topside modules for an FPSO in Brazil. Most of the topside module structure manufacturing was subcontracted to a third-party company in Europe. During assembling work undergoing at the construction site, several structural details nonconformities were reported by the EPC Group quality control team, e.g., misalignment of stiffeners at the diamond plate and stool connections, geometry irregularities, and unexpected thickness changes on the connection of diamond plates with the correspondent I beam flanges of the pancakes, unexpected bevel buttering to correct joint imperfections which presented several weld flaws in it. Topside structures are subjected to cyclic loading during operation, hence, subjected to fatigue loading. The latter is of concern since the structural integrity of the welded joints must be met for the entire life of the FPSO. The EPC Group required an independent appraisal of the welded joints and structural details nonconformities. They also requested an Engineering Critical Assessment (ECA) on critical joints to be carried out to determine if there might be any flaws compromising the structural integrity of the topsides. Finally, ECA recommended mitigation actions, which could contribute to new topside module integrations for FPSO in Brazil. |
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Structural Integrity of Welded Joints: An Investigation of the FPSO Module StoolsThe main goal of the present work is the investigation of a construction and integration of topside modules for an FPSO in Brazil. Most of the topside module structure manufacturing was subcontracted to a third-party company in Europe. During assembling work undergoing at the construction site, several structural details nonconformities were reported by the EPC Group quality control team, e.g., misalignment of stiffeners at the diamond plate and stool connections, geometry irregularities, and unexpected thickness changes on the connection of diamond plates with the correspondent I beam flanges of the pancakes, unexpected bevel buttering to correct joint imperfections which presented several weld flaws in it. Topside structures are subjected to cyclic loading during operation, hence, subjected to fatigue loading. The latter is of concern since the structural integrity of the welded joints must be met for the entire life of the FPSO. The EPC Group required an independent appraisal of the welded joints and structural details nonconformities. They also requested an Engineering Critical Assessment (ECA) on critical joints to be carried out to determine if there might be any flaws compromising the structural integrity of the topsides. Finally, ECA recommended mitigation actions, which could contribute to new topside module integrations for FPSO in Brazil.O presente trabalho tem como objetivo a investigação de uma construção e integração de módulos de topside para um FPSO no Brasil. Vale destacar que a maior parte da fabricação das estruturas do módulo topside foi subcontratada para uma empresa terceirizada na Europa. Durante a montagem em andamento no canteiro de obras, diversas não conformidades de detalhes estruturais foram relatadas pela equipe de controle de qualidade do Grupo EPC, como por exemplo, desalinhamento de reforços em placas diamante e conexões de stools, irregularidades geométricas e alterações inesperadas de espessura na conexão de placas diamante com flanges correspondente da viga I das panquecas, inesperado amanteigamento de chanfros para corrigir imperfeições de juntas que apresentavam várias descontinuidades de solda. As estruturas do topside são submetidas a cargas cíclicas durante a operação e, portanto, sujeitas a cargas de fadiga. Esta última pode ser considerada preocupante, uma vez que a integridade estrutural das juntas soldadas deve ser atendida durante toda a vida útil do FPSO. O Grupo EPC exigiu uma avaliação independente das não conformidades das juntas soldadas e detalhes estruturais. Também solicitaram a realização de uma Avaliação Crítica de Engenharia (ECA) nas juntas críticas, para determinar se pode haver descontinuidades que comprometam a integridade estrutural dos topsides. Finalmente, o ECA fez recomendações sobre ações de mitigação, as quais poderão contribuir com novas integrações de módulos de topside para FPSO no Brasil.Escola Politécnica de Pernambuco2023-09-17info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdftext/htmlhttp://revistas.poli.br/index.php/repa/article/view/250610.25286/repa.v8i3.2506Journal of Engineering and Applied Research; Vol 8 No 3 (2023): Revista de Engenharia e Pesquisa Aplicada; 12-21Revista de Engenharia e Pesquisa Aplicada; v. 8 n. 3 (2023): Revista de Engenharia e Pesquisa Aplicada; 12-212525-425110.25286/repa.v8i3reponame:Revista de Engenharia e Pesquisa Aplicadainstname:Universidade Federal de Pernambuco (UFPE)instacron:UFPEporhttp://revistas.poli.br/index.php/repa/article/view/2506/887http://revistas.poli.br/index.php/repa/article/view/2506/888Copyright (c) 2023 Marcos Pereira, Tiago Felipe de Abreu Santos, Dr., Nathalia Bezerra de Lima, Dra.http://creativecommons.org/licenses/by-nc/4.0info:eu-repo/semantics/openAccessPereira, MarcosSantos, Tiago Felipe de Abreude Lima, Nathalia Bezerra2023-09-17T16:26:57Zoai:ojs.poli.br:article/2506Revistahttp://revistas.poli.br/index.php/repaONGhttp://revistas.poli.br/index.php/repa/oai||repa@poli.br2525-42512525-4251opendoar:2023-09-17T16:26:57Revista de Engenharia e Pesquisa Aplicada - Universidade Federal de Pernambuco (UFPE)false |
dc.title.none.fl_str_mv |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools |
title |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools |
spellingShingle |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools Pereira, Marcos |
title_short |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools |
title_full |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools |
title_fullStr |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools |
title_full_unstemmed |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools |
title_sort |
Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools |
author |
Pereira, Marcos |
author_facet |
Pereira, Marcos Santos, Tiago Felipe de Abreu de Lima, Nathalia Bezerra |
author_role |
author |
author2 |
Santos, Tiago Felipe de Abreu de Lima, Nathalia Bezerra |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Pereira, Marcos Santos, Tiago Felipe de Abreu de Lima, Nathalia Bezerra |
description |
The main goal of the present work is the investigation of a construction and integration of topside modules for an FPSO in Brazil. Most of the topside module structure manufacturing was subcontracted to a third-party company in Europe. During assembling work undergoing at the construction site, several structural details nonconformities were reported by the EPC Group quality control team, e.g., misalignment of stiffeners at the diamond plate and stool connections, geometry irregularities, and unexpected thickness changes on the connection of diamond plates with the correspondent I beam flanges of the pancakes, unexpected bevel buttering to correct joint imperfections which presented several weld flaws in it. Topside structures are subjected to cyclic loading during operation, hence, subjected to fatigue loading. The latter is of concern since the structural integrity of the welded joints must be met for the entire life of the FPSO. The EPC Group required an independent appraisal of the welded joints and structural details nonconformities. They also requested an Engineering Critical Assessment (ECA) on critical joints to be carried out to determine if there might be any flaws compromising the structural integrity of the topsides. Finally, ECA recommended mitigation actions, which could contribute to new topside module integrations for FPSO in Brazil. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-09-17 |
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 |
http://revistas.poli.br/index.php/repa/article/view/2506 10.25286/repa.v8i3.2506 |
url |
http://revistas.poli.br/index.php/repa/article/view/2506 |
identifier_str_mv |
10.25286/repa.v8i3.2506 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
http://revistas.poli.br/index.php/repa/article/view/2506/887 http://revistas.poli.br/index.php/repa/article/view/2506/888 |
dc.rights.driver.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf text/html |
dc.publisher.none.fl_str_mv |
Escola Politécnica de Pernambuco |
publisher.none.fl_str_mv |
Escola Politécnica de Pernambuco |
dc.source.none.fl_str_mv |
Journal of Engineering and Applied Research; Vol 8 No 3 (2023): Revista de Engenharia e Pesquisa Aplicada; 12-21 Revista de Engenharia e Pesquisa Aplicada; v. 8 n. 3 (2023): Revista de Engenharia e Pesquisa Aplicada; 12-21 2525-4251 10.25286/repa.v8i3 reponame:Revista de Engenharia e Pesquisa Aplicada instname:Universidade Federal de Pernambuco (UFPE) instacron:UFPE |
instname_str |
Universidade Federal de Pernambuco (UFPE) |
instacron_str |
UFPE |
institution |
UFPE |
reponame_str |
Revista de Engenharia e Pesquisa Aplicada |
collection |
Revista de Engenharia e Pesquisa Aplicada |
repository.name.fl_str_mv |
Revista de Engenharia e Pesquisa Aplicada - Universidade Federal de Pernambuco (UFPE) |
repository.mail.fl_str_mv |
||repa@poli.br |
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1798036000497205248 |