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Influence of seabed proximity on the vibration responses of a pipeline accounting for fluid-structure interaction

机译:考虑流体-结构相互作用的海床邻近度对管道振动响应的影响

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Cylindrical bodies subjected to external flow can vibrate due to the fluctuations of the forces induced by vortex shedding. The way these coherent fluid flow structures are formed and how they excite the structure depends on parameters, such as the Reynolds number, the reduced velocity, and the geometry e.g., the proximity of the structure to other bodies. These vibrations change the drag and lift forces by means of a nonlinear interaction. In addition, vibrations can cause crack nucleation and propagation in the structure. This is especially important when oil or natural gas is being transported in pipe-like structures, subjected to waves and sea currents. The present paper aims to characterize the influence of the proximity of the seabed on the fluid-structure interaction, considering horizontal pipes anchored by dunes. The simulations were undertaken for a nominally horizontal, elastic pipeline, 42 m in length and 0.273 m in diameter, with a mid-span static sag of 1.06 m due to self-weight. Seven different distances between the pipeline and the seabed were tested. The structural and fluid-dynamic models were coupled numerically, which allows the simulation and analysis of the flow using a single computational tool. The equations modeling the flow were solved in an Eulerian domain, while the surface of the immersed body was represented by a set of Lagrangian points. The immersed boundary method was used to impose a Dirichlet boundary condition on the Eulerian domain at the boundary between the structure and the fluid. It was also used to determine the fluid dynamic forces acting on the structure. An in-house three-dimensional computational framework was developed to simulate the turbulent incompressible flow subjected to fluid-structure interaction in conjunction with a beam modeled according to Timoshenko's theory. The obtained results are consistent, as expected for this problem. (C) 2018 Elsevier Ltd. All rights reserved.
机译:由于涡流脱落引起的力的波动,承受外流的圆柱体可能会振动。这些相干的流体流动结构的形成方式以及它们如何激发结构取决于参数,例如雷诺数,降低的速度以及几何形状,例如结构与其他物体的接近度。这些振动通过非线性相互作用改变了阻力和升力。另外,振动会导致裂纹成核并在结构中传播。当石油或天然气以管状结构运输并受到海浪和海流影响时,这一点尤其重要。本文旨在通过考虑沙丘锚定的水平管道来表征海床邻近度对流固耦合的影响。对标称水平,弹性的管道进行了模拟,该管道的长度为42 m,直径为0.273 m,由于自重,中跨静态下垂为1.06 m。测试了管道和海床之间的七个不同距离。结构模型和流体动力学模型之间进行了数值耦合,从而可以使用单个计算工具对流动进行仿真和分析。在欧拉域中求解模拟流动的方程,而沉浸物体的表面由一组拉格朗日点表示。使用沉浸边界方法在结构和流体之间的边界处的欧拉域上施加Dirichlet边界条件。它也用于确定作用在结构上的流体动力。建立了一个内部三维计算框架,并结合根据季莫申科理论建模的梁来模拟流固耦合的不可压缩湍流。所获得的结果是一致的,正如对此问题的预期。 (C)2018 Elsevier Ltd.保留所有权利。

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