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Immersed finite element method for rigid body motions in the incompressible Navier-Stokes flow

机译:不可压缩Navier-Stokes流中刚体运动的浸入有限元方法

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The immersed finite element method (IFEM) takes places as a method developed for the purpose of solving effectively fluid-structure interaction problems including multi-physics ones. In the original IFEM, the reproducing kernel particle method (RKPM) playing a role of discrete Dirac delta function is employed to distribute the interacting force on the structure to the surrounding fluid and calculate the velocity on the structure induced from the background fluid. In this paper, fluid-structure interaction (FSI) problems in 2D between the incompressible Navier-Stokes flow and rigid structure are considered and we make use of the transformed finite element basis functions to replace discrete Dirac delta functions such as RKPM. This replacement makes the numerical support of FSI force distributed to the fluid smaller than that in case where the discrete Dirac delta function is used. In the finite element formulation, reducing the support size of distributed FSI force affects the accuracy of numerical solutions near the structure. The comparison of our numerical solution for particulate flows shows this fact well. We calculate particulate flows of rigid circular and rod type disks and compare them with the preceding results of reliability to show a good agreement to them. Moreover, the interaction motion for rod type of rigid structure in the fluid is traced.
机译:浸入式有限元法(IFEM)是为有效解决包括多物理场在内的流固耦合问题而开发的一种方法。在原始的IFEM中,采用起离散Diracδ函数作用的再生核粒子方法(RKPM)将结构上的相互作用力分配到周围流体,并计算由背景流体引起的结构上的速度。本文考虑了不可压缩的Navier-Stokes流与刚性结构之间二维的流固耦合问题,并利用变换后的有限元基函数代替离散的Diracδ函数(如RKPM)。与使用离散狄拉克德尔塔函数的情况相比,这种替代使得分配给流体的FSI力的数值支持更小。在有限元公式中,减小分布的FSI力的支撑尺寸会影响结构附近数值解的准确性。我们对颗粒流的数值解的比较很好地说明了这一事实。我们计算了刚性圆盘和杆形盘的颗粒流量,并将其与先前的可靠性结果进行比较,以显示出很好的一致性。此外,还跟踪了流体中杆型刚性结构的相互作用运动。

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