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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   (1630 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.8 Errors in X and Z directions under 0° current
Extracts from the Article
图8展示本文模型反演得到的位移场误差,随着测点间距变大,位移场的反演误差逐渐增大,X方向的反演误差大于Z方向.随着测点间距变大,反演结果误差从1.2%升至13.5%,整体上,在测点间距为200 m时,立管的位形和目标偏差过大,不满足精度要求.三维流场作用下的立管位形具有大位移小变形的特点,为降低反演误差,后续研究将采用10 m的测点间距.
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