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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   (1691 HTML9 PDF(pc) (2176KB)(358)  

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.


全局布置工况 最大相对误差/%
X方向 Y方向 Z方向 平均值
45°来流 17.1 37.7 1.0 18.6
90°来流 15.0 20.8 3.7 13.2
135°来流 5.8 13.3 2.6 7.2
30°布置工况 最大相对误差/%
X方向 Y方向 Z方向 平均值
45°来流 24.0 774.4 2.7 267.0
90°来流 12.3 19.5 3.1 11.6
135°来流 5.5 27.2 2.4 11.7
Tab.2 Max relative error of displacement field reconstruction under global layout and 30° layout
Extracts from the Article
在实际工程中,缆线的翻转角度随着海流的变化而不同,因此全局布置方案的可行性不大,而30° 布置方案不受海流作用的影响,根据扭转传感器测得的翻转角度可近似选取对应测点用于位移反演,具有一定的工程实际性.表2展示测点全局布置和30° 布置下重构位移场最大相对误差,除45° 来流工况下的Y方向的最大误差相对较大外,其余工况和位置的最大误差均在30%以内,对于Z方向的反演精度最高,Y方向的反演精度最差,整体上30° 布置的方案已可满足工程上的精度要求.
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