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A coupled numerical approach for nonlinear dynamic fluid-structure interaction analysis of a near-bed submarine pipeline

机译:近海底海底管道非线性动力流固耦合分析的耦合数值方法

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摘要

The near-bed submarine pipeline is a widely used structure in the marine engineering. Due to the presence of the seabed resulting in an asymmetric flow, a large negative lift (attraction) can be induced on a pipeline in a horizontal current, which has significant influence on the behaviours of the pipeline. A coupled numerical approach is proposed in this paper to assess the nonlinear dynamic responses of this pipeline by combining the meshless technique and the boundary element method (BEM). BEM is firstly used to get the nonlinear dynamic fluid loading induced by the asymmetric flow. The meshless technique is used to discretize the structure of the pipeline, and the local weighted weak form using the spline weight function is employed to get the discrete system of equations for this nonlinear dynamic analysis. A numerical example for the static and dynamic analyses of a structure is firstly presented to verify the effectivity of the present method. Then, the coupled technique is used to simulate the nonlinear dynamic fluid-structure interaction problem of a near-bed pipeline. A Newton-Raphson iteration procedure is used herein to solve the nonlinear system of equations, and the Newmark method is adopted for the time integration. Our studies reveal that there exists a critical current velocity, above which the pipeline will become instable sharply. The detailed relationship between the critical velocity and the gap is given, and it has been found that the critical velocity is significantly affected by the initial gap from the pipeline to seabed. It has demonstrated that present approach is very effective to obtain numerical solutions for the nonlinear dynamic fluid-structure interaction analysis of a near-bed submarine pipeline.
机译:近床海底管道是海洋工程中广泛使用的结构。由于存在海床,导致流量不对称,因此在水平电流中会在管道上引起较大的负升力(吸引力),这对管道的性能会产生重大影响。本文提出了一种耦合数值方法,通过结合无网格技术和边界元方法(BEM)来评估该管道的非线性动力响应。首先利用边界元法获得非对称流动引起的非线性动态流体载荷。使用无网格技术离散化管道的结构,并使用样条权重函数使用局部加权弱形式来进行非线性动力学分析的离散方程组。首先通过数值例子对结构进行了静态和动态分析,以验证本方法的有效性。然后,利用耦合技术模拟了近床管道的非线性动力流固耦合问题。本文使用牛顿-拉夫森迭代程序求解非线性方程组,并采用纽马克方法进行时间积分。我们的研究表明,存在一个临界电流速度,高于该速度时,管道将急剧不稳定。给出了临界速度和间隙之间的详细关系,并且已经发现临界速度受到从管道到海床的初始间隙的显着影响。结果表明,该方法对于获得近海底海底管道非线性动力流固耦合分析数值解非常有效。

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  • 作者

    Gu Y. T.; Wang Q.;

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  • 年度 2008
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  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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