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首页> 外文期刊>Computers & Fluids >A second-order stable explicit interface advancing scheme for FSI with both rigid and elastic structures and its application to fish swimming simulations
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A second-order stable explicit interface advancing scheme for FSI with both rigid and elastic structures and its application to fish swimming simulations

机译:具有刚性和弹性结构的FSI的二阶稳定显式界面推进方案及其在鱼泳模拟中的应用

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In this paper, we present a temporally second-order numerical scheme for fluid-structure interaction (FSI) problems in which the structure may be rigid or elastic. The explicit treatment of the interface motion and the semi-implicit treatment of all the other terms make the scheme very efficient. We prove an energy inequality of the scheme which shows that the explicit treatment of the interface motion does not damage the stability. An exact solution for FSI is derived. We use it to numerically check that our scheme converges at rate O(Delta t(2) + h(m+1)) when we use P-m/Pm-1/P-m finite elements for fluid velocity, fluid pressure and structure velocity. We also test its performance on the benchmark problem of a laminar incompressible channel flow around a compressible elastic structure. As our fluid-structure system can model both active motion and passive deformation of structures, we apply our scheme to study the locomotion of articulated structures in viscous fluids. We propose an elastic-rigid fish model which obeys all the local balance laws at the deforming interfaces. It can faithfully capture the vorticity generation and drag/thrust generation at these deforming interfaces. Our computation shows that a planar three-link fish can propel itself in a viscous fluid by periodically change its shape variables. Mesh refinement study is also performed. (C) 2015 Elsevier Ltd. All rights reserved.
机译:在本文中,我们为流体-结构相互作用(FSI)问题提出了一种时态二阶数值方案,其中结构可能是刚性的或弹性的。界面运动的显式处理和所有其他术语的半隐式处理使该方案非常有效。我们证明了该方案的能量不等式,该方案表明界面运动的显式处理不会破坏稳定性。得出了FSI的精确解决方案。当我们使用P-m / Pm-1 / P-m有限元来计算流体速度,流体压力和结构速度时,我们用它来数值检查我们的方案是否以速率O(Delta t(2)+ h(m + 1))收敛。我们还针对围绕可压缩弹性结构的层状不可压缩通道流的基准问题测试了其性能。由于我们的流体结构系统可以模拟结构的主动运动和被动变形,因此我们将我们的方案应用于研究粘性流体中的铰接式结构的运动。我们提出了一个弹性刚度鱼模型,该模型在变形界面处遵循所有局部平衡定律。它可以忠实地捕获这些变形界面处的涡度生成和阻力/推力生成。我们的计算结果表明,一条平面的三链鱼可以通过周期性地改变其形状变量来使其自身进入粘性流体。还进行了网格细化研究。 (C)2015 Elsevier Ltd.保留所有权利。

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