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Inversion of Displacement Field of Marine Slender Pipelines Under Three-Dimensional Background Ocean Currents
GUO Li, YUAN Yuchao, TANG Wenyong
Journal of Shanghai Jiao Tong University    2025, 59 (12): 1815-1823.   DOI: 10.16183/j.cnki.jsjtu.2024.007
Abstract   (1650 HTML9 PDF(pc) (2176KB)(327)  

Marine pipelines are widely used in offshore engineering and are highly vulnerable to accidental damage caused by underwater structures such as ship anchors and deep-sea submersibles, especially in the dark and unpredictable marine environment. Research on configuration monitoring of marine pipelines is essential to ensure their operational safety. This paper develops a displacement field inversion model for marine pipelines under the influence of three-dimensional background ocean currents, based on the inverse finite element method. The model consists of an input parameter module, a coordinate conversion module, and a displacement reconstruction function module. It takes into account key characteristics such as large curvature, three-dimensional coupling with large displacements, and local flipping behavior. The proposed approach addresses the technical challenges associated with low-order deformation modes and irregular displacement patterns. The impact of the number and layout of monitoring points on the accuracy of displacement field inversion is studied. The results show that the layout with a monitoring point spacing of 100 m and an angle of 30° can meet the engineering accuracy requirements. The findings of this paper can provide valuable insights and methods for the design of marine pipeline health monitoring systems.


参数 取值
长度/m 3 000
外径/m 0.203 2
内径/m 0.165 1
弹性模量/GPa 206
抗弯刚度/(kN·m2) 9 916.2
轴向刚度/GN 2.314
单位长度质量/(kg·m-1) 108
Tab.1 Parameters of steel catenary riser
Extracts from the Article
采用悬链线管线位移场反演模型对3 000 m长的悬链线立管在vf=2 m/s的背景洋流下位形进行反演重构,验证本文提出的模型准确性,立管参数参考文献[13],如表1所示.采用OrcaFlex求得悬链线立管的位形和应变分布,其中应变是管线位移场反演模型的输入参数,位移是管线位移场反演模型的验证参数.测点的布置位置如图3所示,以悬链线立管在无海流作用状态的初始形状为基础,在触地点建立坐标系,原点设置在触地点,XO1Z 平面与触地点和悬挂点在同一平面内, Z方向垂直向上,Y方向垂直于XO1Z平面,分别在管线横截面的0°、90°、180° 和270° 共4个位置布置测点,测点1和测点2用于测量XO1Z平面的应变,测点3和测点4用于测量YO1Z平面的应变,对于二维悬链线海洋管线位移场反演研究,仅用到XO1Z平面数据及相关自由度.
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