Radial Interaction for Corrosion Defects in Offshore Pipeline

Carbon steel pipeline had been trusted as the most reliable and safest way to transmit the fluid from the sources to the consumers. Like any other structural behaviour, this carbon steel tends to fails and require further maintenance after certain period of time. One of the major threats that cause...

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Main Author: Mohamad Arba’i, Nurul Afiqah
Format: Final Year Project
Language:English
Published: IRC 2016
Subjects:
Online Access:http://utpedia.utp.edu.my/17898/1/i.%20Final%20Dissertation.pdf
http://utpedia.utp.edu.my/17898/
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Institution: Universiti Teknologi Petronas
Language: English
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spelling my-utp-utpedia.178982018-08-01T09:57:58Z http://utpedia.utp.edu.my/17898/ Radial Interaction for Corrosion Defects in Offshore Pipeline Mohamad Arba’i, Nurul Afiqah TA Engineering (General). Civil engineering (General) Carbon steel pipeline had been trusted as the most reliable and safest way to transmit the fluid from the sources to the consumers. Like any other structural behaviour, this carbon steel tends to fails and require further maintenance after certain period of time. One of the major threats that cause this problem is corrosion activity that acted on the both sides of pipeline wall, internal and external. This affects the pipeline integrity and strength due to the reduction of the wall thickness that caused by metal deterioration. Throughout this project, the study will be more focused into the defects interaction between external and internal sides of pipeline wall in order to know the defects interaction behaviour radially. Numerical method which is finite element analysis is used as a medium to approach this problem. The research and analysis will be conducted using ANSYS to see the pipeline impact in terms of structure deformation, equivalent elastic strength, equivalent stress and strain energy and etc. From the finite element modelling generated, the load limit of the pipe is determined based on the maximum von Mises distribution graph plotted. Through comparing predicted failure pressure using proposed solution as well as experimental results in previous literature study, the accuracy of proposed solution is demonstrated consequently. IRC 2016-09 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/17898/1/i.%20Final%20Dissertation.pdf Mohamad Arba’i, Nurul Afiqah (2016) Radial Interaction for Corrosion Defects in Offshore Pipeline. IRC, Universiti Teknologi PETRONAS.
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mohamad Arba’i, Nurul Afiqah
Radial Interaction for Corrosion Defects in Offshore Pipeline
description Carbon steel pipeline had been trusted as the most reliable and safest way to transmit the fluid from the sources to the consumers. Like any other structural behaviour, this carbon steel tends to fails and require further maintenance after certain period of time. One of the major threats that cause this problem is corrosion activity that acted on the both sides of pipeline wall, internal and external. This affects the pipeline integrity and strength due to the reduction of the wall thickness that caused by metal deterioration. Throughout this project, the study will be more focused into the defects interaction between external and internal sides of pipeline wall in order to know the defects interaction behaviour radially. Numerical method which is finite element analysis is used as a medium to approach this problem. The research and analysis will be conducted using ANSYS to see the pipeline impact in terms of structure deformation, equivalent elastic strength, equivalent stress and strain energy and etc. From the finite element modelling generated, the load limit of the pipe is determined based on the maximum von Mises distribution graph plotted. Through comparing predicted failure pressure using proposed solution as well as experimental results in previous literature study, the accuracy of proposed solution is demonstrated consequently.
format Final Year Project
author Mohamad Arba’i, Nurul Afiqah
author_facet Mohamad Arba’i, Nurul Afiqah
author_sort Mohamad Arba’i, Nurul Afiqah
title Radial Interaction for Corrosion Defects in Offshore Pipeline
title_short Radial Interaction for Corrosion Defects in Offshore Pipeline
title_full Radial Interaction for Corrosion Defects in Offshore Pipeline
title_fullStr Radial Interaction for Corrosion Defects in Offshore Pipeline
title_full_unstemmed Radial Interaction for Corrosion Defects in Offshore Pipeline
title_sort radial interaction for corrosion defects in offshore pipeline
publisher IRC
publishDate 2016
url http://utpedia.utp.edu.my/17898/1/i.%20Final%20Dissertation.pdf
http://utpedia.utp.edu.my/17898/
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