In the present work the problem of fluid-structure interaction (FSI) with independently space discretized
fluid and structure fields is addressed in the context of finite elements. To be able to deal with nonconforming
meshes at the fluid-structure interface, we propose the integration of a dual mortar method
into the general FSI framework. This method has lately been used successfully to impose interface constraints
in other contexts such as finite deformation contact. The main focus is set on monolithic coupling
algorithms for FSI here. In these cases the dual mortar approach allows for the elimination of the additional
Lagrange multiplier degrees of freedom from the global system by condensation. The resulting system matrices have the same block structure as their counterparts for the conforming case and permit the same
numerical treatment. Partitioned Dirichlet-Neumann coupling is also considered briefly and it is shown that
the dual mortar approach permits a numerically effcient mapping between fluid and structure quantities at
the interface.
Numerical examples demonstrate the effciency and robustness of the proposed method. We present
results for a variety of different element formulations for the fluid and the structure field, indicating that
the proposed method is not limited to any specific formulation. Furthermore, the applicability of state-ofthe-
art iterative solvers is considered and the convergence behavior is shown to be comparable to standard
simulations with conforming discretizations at the interface.
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In the present work the problem of fluid-structure interaction (FSI) with independently space discretized
fluid and structure fields is addressed in the context of finite elements. To be able to deal with nonconforming
meshes at the fluid-structure interface, we propose the integration of a dual mortar method
into the general FSI framework. This method has lately been used successfully to impose interface constraints
in other contexts such as finite deformation contact. The main focus is set...
»