Fatigue analysis of steel catenary risers

Steel catenary risers are a possible solution for future deep and ultra deepwater production. Conversely, the complexity of design and installation is much greater than for flexible riser system. In a harsh environment, extreme and long-term environmental conditions are amongst the most severe, and...

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Main Author: Yeo, Sebastian Wei Cheng.
Other Authors: Low Ying Min
Format: Final Year Project (FYP)
Language:English
Published: 2011
Subjects:
Online Access:http://hdl.handle.net/10356/44935
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author Yeo, Sebastian Wei Cheng.
author2 Low Ying Min
author_facet Low Ying Min
Yeo, Sebastian Wei Cheng.
author_sort Yeo, Sebastian Wei Cheng.
collection NTU
description Steel catenary risers are a possible solution for future deep and ultra deepwater production. Conversely, the complexity of design and installation is much greater than for flexible riser system. In a harsh environment, extreme and long-term environmental conditions are amongst the most severe, and it posts a more significant challenge when steel catenary is considered, causing the risers to be highly dynamic and fatigue sensitive [1]. The aim of this report is to present the analysis results on the two factors, wave load and seabed-riser interaction, which will affect the fatigue life of steel catenary risers. The project examines the fatigue analysis on different type of wave environmental loading simulation such as under regular wave and random wave. There are also studies on the seabed-riser interaction behavior. These can be done by using an analysis computer programme, OrcaFlex, for riser system. Only effective tension, bending moment, ZZ stress and max penetration are intensely focused here, as they are the predominant influential factors to the riser’s fatigue life. A consistent input on the system programme was adopted to establish an unbiased result.
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spelling ntu-10356/449352023-03-03T16:59:27Z Fatigue analysis of steel catenary risers Yeo, Sebastian Wei Cheng. Low Ying Min School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering Steel catenary risers are a possible solution for future deep and ultra deepwater production. Conversely, the complexity of design and installation is much greater than for flexible riser system. In a harsh environment, extreme and long-term environmental conditions are amongst the most severe, and it posts a more significant challenge when steel catenary is considered, causing the risers to be highly dynamic and fatigue sensitive [1]. The aim of this report is to present the analysis results on the two factors, wave load and seabed-riser interaction, which will affect the fatigue life of steel catenary risers. The project examines the fatigue analysis on different type of wave environmental loading simulation such as under regular wave and random wave. There are also studies on the seabed-riser interaction behavior. These can be done by using an analysis computer programme, OrcaFlex, for riser system. Only effective tension, bending moment, ZZ stress and max penetration are intensely focused here, as they are the predominant influential factors to the riser’s fatigue life. A consistent input on the system programme was adopted to establish an unbiased result. Bachelor of Engineering (Civil) 2011-06-07T03:47:18Z 2011-06-07T03:47:18Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/44935 en Nanyang Technological University 52 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering
Yeo, Sebastian Wei Cheng.
Fatigue analysis of steel catenary risers
title Fatigue analysis of steel catenary risers
title_full Fatigue analysis of steel catenary risers
title_fullStr Fatigue analysis of steel catenary risers
title_full_unstemmed Fatigue analysis of steel catenary risers
title_short Fatigue analysis of steel catenary risers
title_sort fatigue analysis of steel catenary risers
topic DRNTU::Engineering::Civil engineering
url http://hdl.handle.net/10356/44935
work_keys_str_mv AT yeosebastianweicheng fatigueanalysisofsteelcatenaryrisers