Enhanced Multi-Layer Fatigue-Analysis Approach for Unbonded Flexible Risers

This paper proposes an enhanced approach for evaluating the fatigue life of each metallic layer of unbonded flexible risers. Owing to the complex structure of unbonded flexible risers and the nonlinearity of the system, particularly in the critical touchdown zone, the traditional method is insuffici...

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Published inChina ocean engineering Vol. 28; no. 3; pp. 363 - 379
Main Author 杨和振 姜豪 杨启
Format Journal Article
LanguageEnglish
Published Heidelberg Chinese Ocean Engineering Society 01.06.2014
Subjects
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ISSN0890-5487
2191-8945
DOI10.1007/s13344-014-0029-0

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Abstract This paper proposes an enhanced approach for evaluating the fatigue life of each metallic layer of unbonded flexible risers. Owing to the complex structure of unbonded flexible risers and the nonlinearity of the system, particularly in the critical touchdown zone, the traditional method is insufficient for accurately evaluating the fatigue life of these risers. The main challenge lies in the transposition from global to local analyses, which is a key stage for the fatigue analysis of flexible pipes owing to their complex structure. The new enhanced approach derives a multi-layer stress-decomposition method to meet this challenge. In this study, a numerical model validated experimentally is used to demonstrate the accuracy of the stress-decomposition method. And a numerical case is studied to validate the proposed approach. The results demonstrate that the multi-layer stress-decomposition method is accurate, and the fatigue lives of the metallic layers predicted by the enhanced multi-layer analysis approach are rational. The proposed fatigue-analysis approach provides a practical and reasonable method for predicting fatigue life in the design of unbonded flexible risers.
AbstractList This paper proposes an enhanced approach for evaluating the fatigue life of each metallic layer of unbonded flexible risers. Owing to the complex structure of unbonded flexible risers and the nonlinearity of the system, particularly in the critical touchdown zone, the traditional method is insufficient for accurately evaluating the fatigue life of these risers. The main challenge lies in the transposition from global to local analyses, which is a key stage for the fatigue analysis of flexible pipes owing to their complex structure. The new enhanced approach derives a multi-layer stress-decomposition method to meet this challenge. In this study, a numerical model validated experimentally is used to demonstrate the accuracy of the stress-decomposition method. And a numerical case is studied to validate the proposed approach. The results demonstrate that the multi-layer stress-decomposition method is accurate, and the fatigue lives of the metallic layers predicted by the enhanced multi-layer analysis approach are rational. The proposed fatigue-analysis approach provides a practical and reasonable method for predicting fatigue life in the design of unbonded flexible risers.
Author 杨和振 姜豪 杨启
AuthorAffiliation State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China School of NavalArchitecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
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CitedBy_id crossref_primary_10_1016_j_marstruc_2021_103051
crossref_primary_10_1016_j_marstruc_2021_103044
crossref_primary_10_3390_ma17112560
Cites_doi 10.1115/1.3058698
10.1016/S0141-1187(98)00011-X
10.5957/JOSR.56.2.110033
10.1115/OMAE2002-28081
10.1007/s11431-011-4424-y
10.1016/j.marstruc.2011.03.001
10.1016/j.engstruct.2010.04.003
10.1115/1.4005185
10.1016/j.oceaneng.2008.09.007
10.1016/0141-0296(95)00026-4
10.1007/s13344-012-0053-x
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Issue 3
Keywords fatigue
dynamic analysis
finite element method
unbonded flexible riser
Language English
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unbonded flexible riser; dynamic analysis;fatigue;finite element method
YANG He-zhen ,JIANG Hao, YANG Qi ( a State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, China ; b School of NavalArchitecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China)
This paper proposes an enhanced approach for evaluating the fatigue life of each metallic layer of unbonded flexible risers. Owing to the complex structure of unbonded flexible risers and the nonlinearity of the system, particularly in the critical touchdown zone, the traditional method is insufficient for accurately evaluating the fatigue life of these risers. The main challenge lies in the transposition from global to local analyses, which is a key stage for the fatigue analysis of flexible pipes owing to their complex structure. The new enhanced approach derives a multi-layer stress-decomposition method to meet this challenge. In this study, a numerical model validated experimentally is used to demonstrate the accuracy of the stress-decomposition method. And a numerical case is studied to validate the proposed approach. The results demonstrate that the multi-layer stress-decomposition method is accurate, and the fatigue lives of the metallic layers predicted by the enhanced multi-layer analysis approach are rational. The proposed fatigue-analysis approach provides a practical and reasonable method for predicting fatigue life in the design of unbonded flexible risers.
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Snippet This paper proposes an enhanced approach for evaluating the fatigue life of each metallic layer of unbonded flexible risers. Owing to the complex structure of...
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SubjectTerms China
Coastal Sciences
Design engineering
Engineering
Fatigue life
Fluid- and Aerodynamics
Marine
Marine & Freshwater Sciences
Mathematical models
Multilayers
Numerical and Computational Physics
Ocean engineering
Oceanography
Offshore Engineering
Risers
Simulation
Touchdown
增强层
复杂结构
数值模型
无粘结
柔性管
疲劳分析
疲劳寿命
立管
Title Enhanced Multi-Layer Fatigue-Analysis Approach for Unbonded Flexible Risers
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Volume 28
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