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SOLVING 2D FLUID-STRUCTURE INTERACTION PROBLEM BY A COUPLED PARTICLE METHOD

机译:耦合颗粒法求解二维流固耦合问题

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It is important to predict wave impact and structural responses of ship and offshore structures in extreme sea conditions. There are advantages to apply Lag rang ian particle methods to simulate highly nonlinear breaking free surface flow and fluid-structure interactions (FSI). In this paper, an improved moving particle semi-implicit (MPS) method was developed to solve the FSI problems. At each time step, the fluid motions and the structural responses are solved. For flow computations, a modified mixed source term method and an improved free surface identification method were adopted to suppress pressure oscillations. Moreover, a particle collision model was used to enhance the numerical stability and avoid nonphysical solutions. The dis-cretized Poisson equations for pressure were solved by a parallel version of the bi-conjugate gradient stabilized method based on the message passing interface (MPI) approach. For structural responses, solids were treated as isotropic elastic particles. Validation studies were carried out for cases of 2D dam breaking and its interaction with a rubber gate. The numerical solutions are in good agreement with experimental data and other published numerical results.
机译:预测极端海况下船舶和近海结构的波浪冲击和结构响应非常重要。应用拉格朗日粒子法来模拟高度非线性的断裂自由表面流和流体-结构相互作用(FSI)有很多优点。本文提出了一种改进的运动粒子半隐式(MPS)方法来解决FSI问题。在每个时间步,流体运动和结构响应都得到解决。对于流量计算,采用了一种改进的混合源项法和一种改进的自由表面识别法来抑制压力波动。此外,使用粒子碰撞模型来增强数值稳定性并避免非物理解。通过基于消息传递接口(MPI)方法的双共轭梯度稳定方法的并行版本,求解了离散的压力泊松方程。对于结构响应,将固体视为各向同性的弹性颗粒。进行了二维坝破裂及其与橡胶闸门相互作用的案例的验证研究。数值解与实验数据和其他已公开的数值结果高度吻合。

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