Effect of the Boundary Conditions on the Dynamic Behaviours of Subsea Free-Spanning Pipelines

T. Li, C. An, Menglan Duan, H. Huang, W. Liang
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引用次数: 1

Abstract

This paper establishes a fast and accurate solution of the dynamic behaviours of subsea free-spanning pipelines under four different boundary conditions, based on GITT - the generalised integral transform technique. The fluid-structure interaction model is proposed by combining a linear structural equation and a non-linear distributed wake oscillator model, which simulates the effect of external current acting on the pipeline. The eigenvalue problems for the cross-flow vibration of the free-spanning submarine pipeline conveying internal fluid for four different boundary conditions are examined. The solution method of the natural frequency based on GITT is proposed. The explicit analytical formulae for the cross-flow displacement of the pipeline free span are derived, and the mode shapes and dynamic behaviours of the pipeline free span are discussed with different boundary conditions. The methodology and results in this paper can also expand to solving even more complicated boundary-value problems.
边界条件对海底自由跨越管道动力特性的影响
本文基于广义积分变换技术,建立了四种不同边界条件下海底自由跨越管道动力特性的快速准确解。将线性结构方程与非线性分布尾流振荡模型相结合,建立了流固耦合模型,模拟了外部电流作用在管道上的影响。研究了四种不同边界条件下自由跨越海底管道内流体跨流振动的特征值问题。提出了基于git的固有频率求解方法。推导了管道自由跨度横流位移的显式解析公式,讨论了不同边界条件下管道自由跨度的模态振型和动力特性。本文的方法和结果也可以扩展到解决更复杂的边值问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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