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An Immersed Boundary Method with Divergence-Free Velocity Interpolation and Force Spreading

机译:一种具有无发散速度插值的浸入边界法   和力量传播

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摘要

The Immersed Boundary (IB) method is a mathematical framework forconstructing robust numerical methods to study fluid-structure interaction inproblems involving an elastic structure immersed in a viscous fluid. The IBformulation uses an Eulerian representation of the fluid and a Lagrangianrepresentation of the structure. The Lagrangian and Eulerian frames are coupledby integral transforms with delta function kernels. The discretized IBequations use approximations to these transforms with regularized deltafunction kernels to interpolate the fluid velocity to the structure, and tospread structural forces to the fluid. It is well-known that the conventionalIB method can suffer from poor volume conservation since the interpolatedLagrangian velocity field is not generally divergence-free, and so this cancause spurious volume changes. In practice, the lack of volume conservation isespecially pronounced for cases where there are large pressure differencesacross thin structural boundaries. The aim of this paper is to greatly reducethe volume error of the IB method by introducing velocity-interpolation andforce-spreading schemes with the properties that the interpolated velocityfield in which the structure moves is at least C1 and satisfies a continuousdivergence-free condition, and that the force-spreading operator is the adjointof the velocity-interpolation operator. We confirm through numericalexperiments in two and three spatial dimensions that this new IB method is ableto achieve substantial improvement in volume conservation compared to otherexisting IB methods, at the expense of a modest increase in the computationalcost. Further, the new method provides smoother Lagrangian forces (tractions)than traditional IB methods. The method presented here is restricted toperiodic computational domains. Its generalization to non-periodic domains isimportant future work.
机译:浸入边界(IB)方法是一种数学框架,用于构建鲁棒的数值方法,以研究涉及浸入粘性流体中的弹性结构的流固耦合问题。 IB公式使用流体的欧拉表示和结构的拉格朗日表示。拉格朗日框架和欧拉框架通过积分变换与德尔塔函数核耦合。离散的IB方程对这些变换使用近似值,并使用正则化的δ函数核将流体速度插值到结构,并将结构力扩散到流体。众所周知,由于内插的拉格朗日速度场通常不是无散度的,因此传统的IB方法的体积守恒性较差,因此可能导致杂散体积变化。在实践中,对于在薄结构边界上存在较大压力差的情况,尤其缺乏体积守恒。本文的目的是通过引入速度插值和力扩散方案来极大地减少IB方法的体积误差,该方案的特征是结构移动的插值速度场至少为C1并满足连续无散度的条件,并且力扩散算子是速度插值算子的伴随。我们通过在两个和三个空间维度上的数值实验证实,与其他现有的IB方法相比,这种新的IB方法能够在体积节省方面实现实质性的改进,但以适度增加的计算成本为代价。此外,与传统的IB方法相比,该新方法提供了更平滑的拉格朗日力(牵引力)。这里介绍的方法仅限于周期性计算域。将其推广到非周期性领域是未来的重要工作。

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