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Fluid-structure interaction problems using the IFEM

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Fluid-structure interaction problems using the IFEM

Do Wan Kim

Department of Applied Mathematics, Hanyang University, Ansan, Republic of Korea

[email protected] http://longlasting.hanyang.ac.kr

First of all, we introduce the immersed finite element method (IFEM) to solve numerically the fluid-structure interaction problems. Since the immersed boundary method (IBM) has been developed by C. Peskin (1972), diverse methods stemming from IBM have appeared.

The immersed finite element method (IFEM) is one of them. In the original IFEM, the reproducing kernel particle method (RKPM) plays a key role in distributing fluid-structure interacting (FSI) forces to the surrounding fluid. However, it has both advantage and disadvantage. It is an advantage that the computation of approximations in FSI force on the fluid and the induced velocity to the structure is easy. But, as a counterpart, the extended FSI force to the fluid has larger support, so that it may cause an inaccuracy.

In this talk, 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 with.

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, the support size reduction of the 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.

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