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A meshless Hermite-Cloud method for nonlinear fluid-structure analysis of near-bed submarine pipelines under current

机译:电流作用下近床海底管道非线性流体结构分析的无网格Hermite-Cloud方法

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摘要

Through higher-order Hermite construction of the interpolation functions, a novel true meshless numerical technique-the Hermite-Cloud method is developed for the analysis of nonlinear fluid-structure interaction of near-bed submarine pipelines under a current. Following the development of the discrete point collocation technique throughout the computational domains, the present method constructs the approximations of both the unknown functions and their first-order derivatives based on the classical reproducing kernel particle method, except that a fixed reproducing kernel approximation is employed instead. For partial differential equations with boundary conditions, certain auxiliary conditions are required due to the use of the Hermite theorem. After validation of the presently developed Hermite-Cloud method by several two-dimensional elasticity examples, the method is used for the failure analysis of a near-bed submarine pipeline under a horizontal current with consideration of a nonlinear fluid-structure interaction effect. The numerical result indicates that the distance from the pipelines to seabed and the current velocity have remarkable influences "on the deformation behavior of the pipelines. It also shows that various critical current velocities corresponding to different failure patterns exist, and the presently simulated relation of the critical velocities agrees with the results in the previous publications.
机译:通过插值函数的高阶Hermite构造,开发了一种新颖的真正的无网格数值技术-Hermite-Cloud方法,用于分析电流作用下近海底海底管道的非线性流固耦合。随着离散点配置技术在整个计算领域的发展,本方法基于经典的再生核粒子方法构造了未知函数及其一阶导数的近似值,不同的是采用了固定的再生核近似值。 。对于带有边界条件的偏微分方程,由于使用了Hermite定理,因此需要某些辅助条件。在通过几个二维弹性实例验证了目前开发的Hermite-Cloud方法之后,该方法被用于考虑水平的非线性流固耦合作用的水平流作用下近海底海底管道的失效分析。数值结果表明,从管道到海床的距离和流速对管道的变形行为有显着影响。还表明存在着与不同破坏模式相对应的各种临界电流速度,并且目前模拟的关系临界速度与先前出版物中的结果一致。

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