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A nonlinear fluid-structure interaction analysis of a near-bed submarine pipeline in a current

机译:电流作用下近海底海底管道的非线性流固耦合分析

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A negative lift force (attraction) can be induced on a near-bed pipeline in a horizontal current due to asymmetric flow. This negative lift force has a significant influence on the behaviour of the near-bed pipeline, causing two remarkable failure patterns. One failure pattern is due to stability loss, and the pipeline fully rests on the seabed. The other is due to the excessive stress or deformation even if the pipeline is stable in a position between the original equilibrium position and the seabed. A quantitative method to assess these two failure patterns by combining boundary element and finite element methods is proposed in this paper. This is a nonlinear fluid-structure interaction problem, and an iteration procedure is used herein to solve it. Numerical examples reveal that there exists a critical current velocity, above which the pipeline fails. The relationship between the critical velocity and the distance from the pipeline to the seabed is given.
机译:由于不对称流动,可能在水平电流下在近床管道上产生负提升力(吸引力)。该负升力对近床管道的行为有重大影响,从而导致两种明显的破坏模式。一种故障模式是由于稳定性损失,并且管道完全搁置在海床上。另一个是由于过大的应力或变形,即使管道在原始平衡位置和海底之间的位置稳定也是如此。提出了一种结合边界元和有限元方法评估这两种失效模式的定量方法。这是一个非线性的流体-结构相互作用问题,在此使用迭代程序来解决。数值示例表明存在一个临界电流速度,高于该速度管道将失效。给出了临界速度与管道到海床的距离之间的关系。

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