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Partitioned Methods in Computational Modelling on Fluid-Structure Interactions of Concrete Gravity-Dam

机译:混凝土重力坝流固耦合计算建模中的分区方法

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Fluid-structure interaction (FSI) has resulted in both complex applications and computing algorithmic improvements. The aim of this paper is to develop a better understanding of the fluid-structure interaction behaviour and the numerical coupling methods which can be used in analysing the FSI problem of a multi-physics nature computationally. There are two different systems in partitioned methods for coupling the fluid and structural domains which use strong and weak couple algorithms. Numerical results have been obtained on the hypothetical models for the close and open-spillways concrete gravity-dam. The two-way coupling partition method has been applied to the dynamic velocity flow and pressure using the ANSYS FEA software. A close comparison between the weak and strong coupled systems of two-way partitioned method has been made for the consideration of both close and open-spillways concrete gravity-dam.
机译:流固耦合(FSI)已导致复杂的应用程序和计算算法的改进。本文的目的是加深对流固耦合行为和数值耦合方法的理解,这些方法可用于计算分析多物理性质的FSI问题。划分方法中有两种不同的系统,它们使用强耦合算法和弱耦合算法来耦合流体域和结构域。在封闭和开放式溢洪道混凝土重力坝的假设模型上获得了数值结果。使用ANSYS FEA软件将双向耦合分配方法应用于动态流速和压力。考虑到封闭式和开放式溢洪道混凝土重力坝,对双向分隔法的弱耦合系统和强耦合系统进行了密切比较。

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