中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed

文献类型:期刊论文

作者Xu LG(许雷阁); Lin M(林缅); Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
刊名OCEAN ENGINEERING
出版日期2017-11-15
卷号145页码:344-358
关键词The Vfife Method Dimensional Analysis Upheaval Bucking Uneven Seabed
ISSN号0029-8018
DOI10.1016/j.oceaneng.2017.09.013
文献子类Article
英文摘要For pipelines on uneven seabed, upheaval buckling may occur if the axial compressive force reaches the critical force of upheaval buckling. The critical axial force is sensitive to the seabed undulation, However, the effect of the seabed undulation on the critical force has not been completely discussed. Moreover, effect of the initial stress which accumulates in the pipe wall when the pipeline conforms to the seabed undulation under self-weight has been rarely examined. This paper mainly focuses on the effect of the initial stress. Using numerical tools developed with the Vector Form Intrinsic Finite Element (VFIFE) method, effect of the initial stress is proved significant. Subsequently with the theory of dimensional analysis, a formula of the critical axial force is derived. This formula covers the dimensionless undulation length and the Out-of-Straight (OOS) of the seabed undulation. Considering three seabed undulation shapes, coefficients in the formulas are determined with numerical results from the VFIFE simulations. Finally, the proposed formulas are proved applicable for pipes with different properties and within the error range of +/- 10% for pipelines in continuous contact with the seabed in a large dimensionless scope.
分类号一类
WOS关键词SUBSEA PIPELINES ; BURIED PIPELINES ; MODEL
WOS研究方向Engineering ; Oceanography
语种英语
WOS记录号WOS:000414886600030
资助机构Key Instrument Developing Project of Chinese Academy of Sciences(ZDYZ2012-1-08-02) ; National High-tech R&D Program of China(2006AA09Z301) ; National Natural Science Foundation of China(11302235)
源URL[http://dspace.imech.ac.cn/handle/311007/71931]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
通讯作者Lin, M (reprint author), Chinese Acad Sci, Inst Mech, Beijing, Peoples R China.
推荐引用方式
GB/T 7714
Xu LG,Lin M,Lin, M . Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed[J]. OCEAN ENGINEERING,2017,145:344-358.
APA 许雷阁,林缅,&Lin, M .(2017).Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed.OCEAN ENGINEERING,145,344-358.
MLA 许雷阁,et al."Numerical study on critical axial forces of upheaval buckling for initially stressed submarine pipelines on uneven seabed".OCEAN ENGINEERING 145(2017):344-358.

入库方式: OAI收割

来源:力学研究所

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