首页> 外文会议>International conference on ocean, offshore and arctic engineering;OMAE2009 >NUMERICAL SIMULATION OF DYNAMIC RESPONSE OF STRUCTURE CAUSED BY WAVE IMPACT PRESSURE USING AN EULERIAN SCHEME WITH LAGRANGIAN PARTICLES
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NUMERICAL SIMULATION OF DYNAMIC RESPONSE OF STRUCTURE CAUSED BY WAVE IMPACT PRESSURE USING AN EULERIAN SCHEME WITH LAGRANGIAN PARTICLES

机译:带有拉格朗日粒子的EULERIAN方案对波浪冲击压力引起的结构动力响应的数值模拟

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This study focuses on the development of computational techniques for computing fluid-structure interaction with wave breaking. This is of practical relevance in both ocean, and ship hydrodynamics. This paper also presents a prediction of the local highly pressure load impacting on a rigid and elastic structure caused by fluid force including impact pressure.We have developed a new numerical scheme that combines a Eulerian scheme with Lagrangian particles, i.e. free surface particles and SPH particles, to compute fluid-structure interaction caused by impact pressure. In this model, we employed two kinds of particles. One is free surface particle located near the free surface to capture air-water interface accurately. The other one is SPH particle to compute solid motion and elastic deformation. The air-water mixing flow is treated on a fixed Eulerian grid with the free surface particles to rebuild the density function for capturing the interface in filamentary regions that are under-resolved. Conversely, the structure is solved using the particle method, SPH. These Lagrangian particles are useful and available to capture the interface between different phases.In this paper, the proposed method was applied to the water entry problems of a V-shaped wedge, a horizontal flat-plate, a circular cylinder, an elastic cylindrical shell and impact pressure acting on an elastic wall caused by wave breaking. The free surface and elastic deformation are compared with both numerical and experimental results. The pressure and strain predictions are also compared with experimental results obtained by other researchers.
机译:这项研究集中在计算技术的发展,以计算与波浪破碎的流体-结构相互作用。这在海洋和船舶流体动力学方面都具有实际意义。本文还提出了由包括冲击压力在内的流体力引起的局部高压载荷对刚性和弹性结构的冲击的预测。 我们已经开发了一种新的数值方案,该方案将欧拉方案与拉格朗日粒子(即自由表面粒子和SPH粒子)相结合,以计算由冲击压力引起的流体-结构相互作用。在此模型中,我们使用了两种粒子。一种是位于自由表面附近的自由表面颗粒,以准确捕获空气-水界面。另一个是SPH粒子,用于计算固体运动和弹性变形。空气-水混合流在带有自由表面颗粒的固定欧拉网格上进行处理,以重建密度函数,以捕获未充分分解的丝状区域中的界面。相反,使用粒子方法SPH可以解决结构问题。这些拉格朗日粒子是有用的,可用于捕获不同相之间的界面。 本文将所提出的方法应用于V形楔块,水平平板,圆柱体,弹性圆柱壳的入水问题以及波浪破碎对弹性壁的冲击压力。将自由表面和弹性变形与数值和实验结果进行了比较。还将压力和应变预测与其他研究人员获得的实验结果进行了比较。

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