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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   (1627 HTML9 PDF(pc) (2176KB)(309)  

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.


Fig.1 Inverse finite element method
Extracts from the Article
在平面梁上分别建立整体坐标系(XO1Y)和局部坐标系(xO2y),依据有限元理论将直梁划分为n个逆有限元单元,每个单元包含2个节点,每个节点存在3个自由度(u,v,?),测量每个节点横截面上下两个测点的应变信息,用于整体结构位移场的反演,逆有限元原理图如图1所示.图中:u1u2为局部坐标系下逆有限元节点x方向位移;v1v2为局部坐标系下逆有限元节点y方向位移;?1?2为局部坐标系下逆有限元节点转动;ε+为逆有限元单元横截面上顶点应变;ε-为逆有限元单元横截面下顶点应变;?为欧拉角.
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