Structural Integrity of Welded Joints: An Investigation of the FPSO Module Stools

Detalhes bibliográficos
Autor(a) principal: Pereira, Marcos
Data de Publicação: 2023
Outros Autores: Santos, Tiago Felipe de Abreu, de Lima, Nathalia Bezerra
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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spelling 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
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dc.relation.none.fl_str_mv http://revistas.poli.br/index.php/repa/article/view/2506/887
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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
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