2.14 Fluid-Structure Interactions¶
We model the fluid domain in an FSI analysis as a mixture of an isothermal compressible viscous fluid and a hyperelastic compressible solid, where the solid has zero apparent density, and negligible (but non-zero) elasticity 1. In a mixture framework, all mixture constituents coexist at every point in the continuum. For our FSI implementation, the finite element mesh is defined on the solid material, and the negligible (but non-zero) elasticity of the solid is intended to regularize the mesh deformation. The fluid flows through this mesh, unimpeded by the solid. In particular, in this FSI model there is no frictional interaction between the fluid and solid materials inside the mixture domain (i.e., no Darcy-Brinkman type of friction), but the no-slip boundary condition may be prescribed on boundaries of the mixture domain, where applicable.
FSI Governing Equations¶
The momentum balance for the fluid is
where \(\mathbf{b}\) is the external body force acting on the FSI domain, \(\mathbf{a}^{f}\) is the fluid acceleration,
and \(\mathbf{L}^{f}=\grad\mathbf{v}^{f}\) is the fluid velocity gradient. In principle, the same momentum equation may be used for the solid (substituting \(f\) with \(s\)); however, since we opted to let \(\rho^{s}=0\) (no solid mass), the momentum balance for the solid simply reduces to
We model the fluid as isothermal and compressible, consistent with our CFD implementation. Thus, the fluid stress may be separated into the elastic pressure \(p\left(J^{f}\right)\), which only depends on the fluid volume ratio \(J^{f}\), and the viscous stress \(\boldsymbol{\tau}\left(J^{f},\mathbf{L}^{f}\right)\), as
Recall that there is no dependence on temperature in an isothermal formulation. As done in our previous study, we integrate the mass balance for the fluid to produce
where \(\rho_{r}^{f}\) is the fluid density in the reference state (e.g., under ambient pressure) and \(J^{f}=\det\mathbf{F}^{f}\), where \(\mathbf{F}^{f}\) is the fluid deformation gradient. We also use the kinematic constraint
to relate the fluid volume ratio \(J^{f}\) to its velocity \(\mathbf{v}^{f}\), in the spatial frame.
The mesh through which the fluid flows is defined on the solid component of the mixture. Therefore, we define the relative velocity between the fluid and solid as
Since the solid has zero volume fraction, this expression is the same as the flux of fluid relative to the solid. We choose to define the nodal degrees of freedom in the mixture domain to be the relative fluid velocity \(\mathbf{w}\), the fluid dilatation \(e^{f}=J^{f}-1\), and the solid displacement \(\mathbf{u}^{s}\), which is related to the solid velocity via \(\mathbf{v}^{s}=\dot{\mathbf{u}}^{s}\), with the dot operator denoting the material time derivative following the solid. (For notational convenience, we will continue using \(J^{f}\) in the equations below, instead of \(e^{f}\)). Now,
from which it follows that the fluid velocity gradient is
where \(\mathbf{L}^{w}=\grad\mathbf{w}\) and \(\mathbf{L}^{s}=\grad\mathbf{v}^{s}\). The fluid acceleration may now be rewritten in terms of the FEA degrees of freedom as
where
are the material time derivatives of the solid and relative fluid velocities, in the frame following the solid. We conveniently use this material time derivative (instead of the material time derivative following the fluid) since we define the mixture domain mesh on the solid.
Similarly, the kinematic constraint relating \(J^{f}\) and \(\mathbf{v}^{f}\) may be rewritten as
where
Finally, as done routinely in our studies of biphasic and multiphasic materials, we find it convenient to substitute the kinematic identity
where \(J^{s}=\det\mathbf{F}^{s}\) and \(\mathbf{F}^{s}=\mathbf{I}+\Grad\mathbf{u}^{s}\) is the solid deformation gradient.
In summary, the governing equations for the FSI mixture domain are
where \(\mathbf{a}^{f}\) is given in eq.\eqref{eq:fsi-fluid-acceleration-redux} above.
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Shim, Jay J; Maas, Steve A; Weiss, Jeffrey A; Ateshian, Gerard A. "A Formulation for Fluid Structure-Interactions in FEBio Using Mixture Theory." J Biomech Eng (2019). ↩