Time-harmonic acoustic fluid-structure interaction problems

In this document we discuss the solution of time-harmonic acoustic fluid-structure interaction problems. We start by reviewing the relevant theory and then present the solution of a simple model problem – the sound radiation from an oscillating circular cylinder that is coated with a compressible elastic layer.

This problem combines the problems discussed in the tutorials illustrating


Theory: Time-harmonic acoustic fluid-structure interaction problems

The figure below shows a sketch of a representative model problem: a circular cylinder is immersed in an inviscid compressible fluid and performs a prescribed two-dimensional harmonic oscillation of radian frequency $\omega$. The cylinder is coated with a compressible elastic layer. We wish to compute the displacement field in the elastic coating (assumed to be described by the equations of time-harmonic linear elasticity) and the pressure distribution in the fluid (governed by the Helmholtz equation). The two sets of equations interact at the interface between fluid and solid: the fluid pressure exerts a traction onto the elastic layer, while the motion of the elastic layer drives the fluid motion via the non-penetration condition.

Sketch of the model problem: Forced oscillations of a circular cylinder (black) deform an elastic coating layer (pink) which is surrounded by a compressible fluid.

The fluid model: the Helmholtz equation

We describe the behaviour of the fluid in terms of the displacement field, $ d_i^*(x_j^*,t^*)$, of the fluid particles. As usual we employ index notation and the summation convention, and use asterisks to distinguish dimensional quantities from their non-dimensional equivalents. The fluid is inviscid and compressible, with a bulk modulus $ B $, such that the acoustic pressure is given by $ P^* = - B \ \partial d_j^*/\partial x_j^* $ We assume that the fluid motion is irrotational and can be described by a displacement potential $\Phi^*$, such that $ d^*_j = \partial \Phi^*/\partial x_j^*. $ We consider steady-state time-harmonic oscillations and write the displacement potential and the pressure as $\Phi^*(x_j^*,t^*) = \mbox{Re} \{\phi^*(x_j^*) \exp(-{\rm i} \omega t^*)\} $ and $P^*(x_j^*,t^*) = \mbox{Re}\{p^*(x_j^*) \exp(-{\rm i} \omega t^*)\}$, respectively, where $\mbox{Re}\{\ldots \}$ denotes the real part. For small disturbances, the linearised Euler equation reveals that the time-harmonic pressure is related to the displacement potential via $ p^* = \rho_{\rm f} \omega^2 \phi^*$ where $ \rho_{\rm f} $ is the ambient fluid density. We non-dimensionalise all lengths on a problem-specific lengthscale $ {\cal L}$ (e.g. the outer radius of the coating layer) such that $x_j^* = {\cal L} x_j,\ d_j^* = {\cal L} d_j$ and $\phi^* = {\cal L}^2 \phi$. The non-dimensional displacement potential $\phi$ is then governed by the Helmholtz equation

\[ \frac{\partial^2 \phi}{\partial x_j^{2}} + k^2 \phi = 0, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (1) \]

where the square of the non-dimensional wavenumber,

\[ k^2 = \frac{\rho_f (\omega {\cal L})^2}{B}, \]

represents the ratio of the typical inertial fluid pressure induced by the wall oscillation to the `stiffness' of the fluid.

The solid model: the time harmonic equations of linear elasticity

We model the coating layer as a linearly elastic solid, described in terms of a displacement field $U^*_i(x_j^*,t^*)$, with stress tensor

\[ \tau_{ij}^* = E \left[ \frac{\nu}{(1+\nu)(1-2\nu)} \, \frac{\partial U_k^*}{\partial x_k^*} \, \delta_{ij} +\frac{1}{2(1+\nu)}\left( \frac{\partial U_i^*}{\partial x_j^*}+ \frac{\partial U_j^*}{\partial x_i^*} \right) \right], \]

where $E$ and $\nu$ are the material's Young's modulus and Poisson's ratio, respectively. As before, we assume a time-harmonic solution with frequency $\omega$ so that $U_i^*(x_j^*,t^*) = {\rm Re} \{ u_i^*(x_j^*) \exp(-{\rm i}\omega t^*)\}$, and we non-dimensionalise the displacements on ${\cal L}$ and the stress on Young's modulus, $E$, so that $u_j^* = {\cal L} u_j$ and $\tau_{ij}^* = E \tau_{ij}$. The deformation of the elastic coating is then governed by the time-harmonic Navier-Lame equations

\[ \frac{\partial \tau_{ij}}{\partial x_j} + \Omega^2 u_i = 0, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (2) \]

which depend (implicitly) on Poisson's ratio $\nu$, and on the (square of the) non-dimensional wavenumber

\[ \Omega^2 = \frac{\rho_{\rm s} (\omega {\cal L})^2}{E}, \]

where $ \rho_{\rm s} $ is the solid density. The parameter $ \Omega^2 $ represents the ratio of the typical inertial solid pressure induced by the wall oscillation to the stiffness of the elastic coating. We note that for a `light' coating we have $\Omega \ll 1$.

Boundary conditions

The inner surface of the elastic coating, $ \partial D_{\rm s} $, is subject to the prescribed displacement imposed by the oscillating cylinder. For instance, if the inner cylinder performs axisymmetric oscillations of non-dimensional amplitude $ \epsilon$, we have

\[ \mbox{\bf u} = \epsilon \, \mbox{\bf e}_r \mbox{\ \ \ \ \ on $\partial D_{\rm s}$}, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (3) \]

where $ \mbox{\bf e}_r $ is the unit vector in the radial direction. The fluid-loaded surface of the elastic coating, $ \partial D_{\rm f} $, is subject to the fluid pressure. The non-dimensional traction exerted by the fluid onto the solid (on the solid stress scale) is therefore given by

\[ t_i^{\rm [solid]} = \tau_{ij}^{\rm [solid]} n_j = - \phi \ Q \ n_i \mbox{\ \ \ \ \ on $\partial D_{\rm f}$}, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (4) \]

where the $n_i$ are the components of the outer unit normal on the solid boundary $\partial D_{\rm f}$ and

\[ Q=\frac{\rho_{\rm f}({\cal L}\omega)^2}{E} \]

is the final non-dimensional parameter in the problem. It represents the ratio of the typical inertial fluid pressure induced by the wall oscillation to the stiffness of the elastic coating. The parameter $Q$ therefore provides a measure of the strength of the fluid-structure interaction (FSI) in the sense that for $Q \to 0$ the elastic coating does not `feel' the presence of the fluid.

The fluid is forced by the normal displacement of the solid. Imposing the non-penetration condition $(d_j - u_j) n_j = 0$ on $\partial D_{\rm f}$ yields a Neumann condition for the displacement potential,

\[ \frac{\partial \phi}{\partial n} = u_j n_j \mbox{\ \ \ \ \ on $\partial D_{\rm f}$}. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (5) \]

Finally, the displacement potential for the fluid must satisfy the Sommerfeld radiation condition

\[ \lim_{r \to \infty} \sqrt{r}\left( \frac{\partial \phi}{\partial r} - {\rm i} k \phi \right) = 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (6) \]

which ensures that the oscillating cylinder does not generate any incoming waves.


The implementation of the coupled problem follows the usual procedure for multi-domain problems in oomph-lib. We discretise the constituent single-physics problems using the existing single-physics elements, here oomph-lib's


for the discretisation of the PDEs (1) and (2), respectively. The displacement boundary condition (3) on the inner surface of the elastic coating is imposed as usual by pinning the relevant degrees of freedom, exactly as in a single-physics solid mechanics problem. Similarly, the Sommerfeld radiation condition (6) on the outer boundary of the fluid domain can be imposed by any of the methods available for the solution of the single-physics Helmholtz equation, such as approximate/absorbing boundary conditions (ABCs) or a Dirichlet-to-Neumann mapping.

The boundary conditions (4) and (5) at the fluid-solid interface are traction boundary conditions for the solid, and Neumann boundary conditions for the Helmholtz equation, respectively. In a single-physics problem we would impose such boundary conditions by attaching suitable FaceElements to the appropriate boundaries of the "bulk" elements, as shown in the sketch below: TimeHarmonicLinearElasticityTractionElements could be used to impose a (given) traction, $ {\bf t}_0$, onto the solid; HelmholtzFluxElements could be used to impose a (given) normal derivative, $ f_0$, on the displacement potential. Both $ {\bf t}_0$ and $ f_0 $ would usually be specified in a user-defined namespace and accessed via function pointers as indicated in the right half of the sketch.

Sketch illustrating the imposition of flux and traction boundary conditions in single-physics problems. The continuous problems are shown on the left; the discretised ones on the right.

In the coupled problem, illustrated in the left half of the next sketch, the traction acting on the solid becomes a function of the displacement potential via the boundary condition (4), while the normal derivative of the displacement potential is given in terms of the solid displacement via equation (5). Note that corresponding points on the FSI boundary $ \partial D_{\rm f}$ are identified by matching values of the boundary coordinate $ \zeta $ which is assumed to be consistent between the two domains.

The implementation of this interaction in the discretised problem is illustrated in the right half of the sketch: We replace the single-physics HelmholtzFluxElements by HelmholtzFluxFromNormalDisplacementBCElements, and the TimeHarmonicLinearElasticityTractionElements by TimeHarmonicLinElastLoadedByHelmholtzPressureBCElements. (Yes, we like to be verbose...). Both of these FaceElements are derived from the ElementWithExternalElement base class and can therefore store a pointer to an "external" element that provides the information required to impose the appropriate boundary condition. Thus, the HelmholtzFluxFromNormalDisplacementBCElements store pointers to the "adjacent" time-harmonic linear elasticity elements (from which they obtain the boundary displacement required for the imposition of (5)), while the TimeHarmonicLinElastLoadedByHelmholtzPressureBCElements store pointers to the "adjacent" Helmholtz elements that provide the value of the displacement potential required for the evaluation of (4).

Sketch illustrating the imposition of flux and traction boundary conditions in the coupled multi-physics problem. The continuous problems are shown on the left; the discretised ones on the right.

The identification of the "adjacent" bulk elements can be performed using the Multi_domain_functions::setup_bulk_elements_adjacent_to_face_mesh(...) helper function. We note that, as suggested by the sketch above, this function does not require to the two adjacent meshes to have a consistent discretisation – the identification of adjacent elements is based entirely on the (assumed to be consistent) boundary coordinate $ \zeta $ in the two meshes. We refer to another tutorial for a discussion of how to set up (or change) the parametrisation of mesh boundaries by boundary coordinates.


The animation below shows the deformation of the elastic coating if a non-axisymmetric displacement

\[ \mbox{\bf u} = \epsilon \, \mbox{\bf e}_r \cos (N\varphi) \mbox{\ \ \ \ \ on $\partial D_{\rm s}$}, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (7) \]

(for $ N=3 $) is imposed on the inner boundary of the coating $\partial D_{\rm s}$.

Animation showing the time-harmonic oscillation of the elastic coating. (The pink region in the background shows the undeformed configuration.)

Here is a plot of the corresponding pressure field:

Plot of the displacement potential (a measure of the fluid pressure). The elevation in the carpet plot indicates the real part; the colour contours represent the imaginary part.

Finally, we provide some validation of the computational results by comparing the non-dimensional time-average radiated power

\[ \overline{\cal P} = \frac{1}{2} \oint\bigg[Im\bigg(\frac{\partial \phi}{\partial n}\bigg) \ Re(\phi) - Re\bigg(\frac{\partial \phi}{\partial n}\bigg) \ Im(\phi) \bigg] \ dS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (8) \]

against the analytical solution for axisymmetric forcing ( $ N=0 $) for the parameter values $ k^2 = 10 $, $ \Omega^2 = 0 $, $ \nu =0.3 $ and a non-dimensional coating thickness of $ h = 0.2; $ see Heil, M., Kharrat, T., Cotterill, P.A. & Abrahams, I.D. (2012) Quasi-resonances in sound-insulating coatings. Journal of Sound and Vibration 331 4774-4784 for details. In the computations the integral in (8) is evaluated along the outer boundary of the computational domain.

Radiated power as function of the FSI parameter Q for an axisymmetrically oscillating coating. Markers: computed results; continuous line: analytical result.

The numerical solution

The global namespace

As usual we define the problem parameters in a namespace.

/// Global variables
namespace Global_Parameters
/// \short Square of wavenumber for the Helmholtz equation
double K_squared=10.0;
/// \short Radius of outer boundary of Helmholtz domain
double Outer_radius=4.0;
/// FSI parameter
double Q=0.0;
/// Non-dim thickness of elastic coating
double H_coating=0.3;
/// Poisson's ratio
double Nu = 0.3;
/// The elasticity tensor for the solid
TimeHarmonicIsotropicElasticityTensor E(Nu);

We wish to perform parameter studies in which we vary the FSI parameter $ Q $. To make this physically meaningful, we interpret $ Q =(\rho_{\rm f}({\cal L}\omega)^2)/E $ as a measure of the stiffness of the elastic coating (so that an increase in $ Q $ corresponds to a reduction in the layer's elastic modulus $ E $). In that case, the frequency parameter $ \Omega^2 = (\rho_{\rm s} (\omega {\cal L})^2)/E $ in the time-harmonic linear elasticity equations becomes a dependent parameter and is given in terms of the density ratio $ \rho_{\rm solid}/\rho_{\rm fluid} $ and $ Q $ by $ \Omega^2 = (\rho_{\rm solid}/\rho_{\rm fluid}) Q$. We therefore provide a helper function to update the dependent parameter following any change in the independent parameters.

/// Density ratio: solid to fluid
double Density_ratio=0.0;
/// Non-dim square of frequency for solid -- dependent variable!
double Omega_sq=0.0;
/// Function to update dependent parameter values

We force the system by imposing a prescribed displacement on the inner surface of the elastic coating and allow this to vary in the azimuthal direction with wavenumber $ N $:

/// \short Azimuthal wavenumber for imposed displacement of coating
/// on inner boundary
unsigned N=0;
/// \short Displacement field on inner boundary of solid
void solid_boundary_displacement(const Vector<double>& x,
Vector<std::complex<double> >& u)
Vector<double> normal(2);
double norm=sqrt(x[0]*x[0]+x[1]*x[1]);
double phi=atan2(x[1],x[0]);

The rest of the namespace contains lengthy expressions for various exact solutions and is omitted here.

The driver code

The driver code is very straightforward. We parse the command line to determine the parameters for the parameter study and build the problem object, using refineable nine-noded quadrilateral elements for the solution of the time-harmonic elasticity and Helmholtz equations.

/// Driver for acoustic fsi problem
int main(int argc, char **argv)
// Store command line arguments
// Define possible command line arguments and parse the ones that
// were actually specified
// Output directory
// Azimuthal wavenumber of forcing
// Minimum refinement level
// Outer radius of Helmholtz domain
// Number of steps in parameter study
unsigned nstep=2;
// Increment in FSI parameter in parameter study
double q_increment=5.0;
// Max. number of adaptations
unsigned max_adapt=3;
// Parse command line
// Doc what has actually been specified on the command line
//Set up the problem
RefineableQHelmholtzElement<2,3> > problem;

We then solve the problem for various values of $ Q $, updating the dependent variables after every increment.

// Initial values for parameter values
//Parameter incrementation
for(unsigned i=0;i<nstep;i++)
// Solve the problem with Newton's method, allowing
// up to max_adapt mesh adaptations after every solve.
// Doc solution
// Increment FSI parameter
} //end of main

The problem class

The Problem class is templated by the types of the "bulk" elements used to discretise the time-harmonic linear elasticity and Helmholtz equations, respectively. It contains the usual member functions to detach and attach FaceElements from the bulk meshes before and after any mesh adaptation, respectively.

/// Coated disk FSI
class CoatedDiskProblem : public Problem
/// Constructor:
/// Update function (empty)
/// Update function (empty)
/// Recompute gamma integral before checking Newton residuals
/// Actions before adapt: Wipe the mesh of traction elements
/// Actions after adapt: Rebuild the mesh of traction elements
/// Doc the solution
void doc_solution();
/// \short Create FSI traction elements
/// \short Create Helmholtz FSI flux elements
/// Delete (face) elements in specified mesh
void delete_face_elements(Mesh* const & boundary_mesh_pt);
/// \short Create DtN face elements

The private member data includes storage for the various meshes and objects that are used for outputting the results.

/// Setup interaction
void setup_interaction();
/// Pointer to solid mesh
TreeBasedRefineableMeshBase* Solid_mesh_pt;
/// Pointer to mesh of FSI traction elements
Mesh* FSI_traction_mesh_pt;
/// Pointer to Helmholtz mesh
TreeBasedRefineableMeshBase* Helmholtz_mesh_pt;
/// Pointer to mesh of Helmholtz FSI flux elements
Mesh* Helmholtz_fsi_flux_mesh_pt;
/// \short Pointer to mesh containing the DtN elements
HelmholtzDtNMesh<HELMHOLTZ_ELEMENT>* Helmholtz_outer_boundary_mesh_pt;
/// DocInfo object for output
DocInfo Doc_info;
/// Trace file
ofstream Trace_file;

The problem constructor

We start by building the meshes for the elasticity and Helmholtz equations. Both domains are complete annular regions, so the annular mesh (which is built from a rectangular quad mesh) is periodic.

/// Constructor
// The coating mesh is periodic
bool periodic=true;
double azimuthal_fraction_of_coating=1.0;

The solid mesh occupies the region between $ r = 1-h $ and $ r=1 $ where $ h $ is the thickness of the elastic coating:

// Solid mesh
// Number of elements in azimuthal direction
unsigned ntheta_solid=10*Global_Parameters::El_multiplier;
// Number of elements in radial direction
unsigned nr_solid=3*Global_Parameters::El_multiplier;
// Innermost radius for solid mesh
// Build solid mesh
Solid_mesh_pt = new

The Helmholtz mesh occupies the region between $ r = 1 $ and $ r=R_{\rm outer} $ where $ R_{\rm outer}$ is the outer radius of the computational domain where we will apply the Sommerfeld radiation condition. Note that the two meshes are not matching – both meshes have 3 element layers in the radial direction but 10 and 11 in the azimuthal direction, respectively. This is done mainly to illustrate our claim that the multi-domain setup functions can operate with non-matching meshes.

// Helmholtz mesh
// Number of elements in azimuthal direction in Helmholtz mesh
unsigned ntheta_helmholtz=11*Global_Parameters::El_multiplier;
// Number of elements in radial direction in Helmholtz mesh
unsigned nr_helmholtz=3*Global_Parameters::El_multiplier;
// Innermost radius of Helmholtz mesh
// Thickness of Helmholtz mesh
double h_thick_helmholtz=Global_Parameters::Outer_radius-a;
// Build mesh
Helmholtz_mesh_pt = new

Both bulk meshes are adaptive so we create error estimators for them:

// Set error estimators
Solid_mesh_pt->spatial_error_estimator_pt()=new Z2ErrorEstimator;
Helmholtz_mesh_pt->spatial_error_estimator_pt()=new Z2ErrorEstimator;

Next we create the mesh that will store the FaceElements that will apply the Sommerfeld radiation condition, using the specified number of Fourier terms in the Dirichlet-to-Neumann mapping; see the Helmholtz tutorial for details.

// Mesh containing the Helmholtz DtN
// elements. Specify outer radius and number of Fourier terms to be
// used in gamma integral
unsigned nfourier=20;
Helmholtz_outer_boundary_mesh_pt =
new HelmholtzDtNMesh<HELMHOLTZ_ELEMENT>(Global_Parameters::Outer_radius,

Next we pass the problem parameters to the bulk elements. The elasticity elements require a pointer to the elasticity tensor and the frequency parameter $ \Omega^2 $:

//Assign the physical properties to the elements before any refinement
//Loop over the elements in the solid mesh
unsigned n_element=Solid_mesh_pt->nelement();
for(unsigned i=0;i<n_element;i++)
//Cast to a solid element
// Set the constitutive law
el_pt->elasticity_tensor_pt() = &Global_Parameters::E;
// Square of non-dim frequency
el_pt->omega_sq_pt()= &Global_Parameters::Omega_sq;

The Helmholtz elements need a pointer to the (square of the) wavenumber, $ k^2 $:

// Same for Helmholtz mesh
n_element =Helmholtz_mesh_pt->nelement();
for(unsigned i=0;i<n_element;i++)
//Cast to a solid element
//Set the pointer to square of Helmholtz wavenumber
el_pt->k_squared_pt() = &Global_Parameters::K_squared;

It is always a good idea to check the enumeration of the mesh boundaries to facilitate the application of boundary conditions:

// Output meshes and their boundaries so far so we can double
// check the boundary enumeration

Next we create the meshes containing the various FaceElements used to apply to the FSI traction boundary condition (4), the FSI flux boundary condition (5) for the Helmholtz equation, and the Sommerfeld radiation condition (6), respectively, using helper functions discussed below.

// Create FaceElement meshes for boundary conditions
// Construct the fsi traction element mesh
FSI_traction_mesh_pt=new Mesh;
// Construct the Helmholtz fsi flux element mesh
Helmholtz_fsi_flux_mesh_pt=new Mesh;
// Create DtN elements on outer boundary of Helmholtz mesh

We add the various sub-meshes to the problem and build the global mesh

// Combine sub meshes
// Solid mesh is first sub-mesh
// Add traction sub-mesh
// Add Helmholtz mesh
// Add Helmholtz FSI flux mesh
// Add Helmholtz DtN mesh
// Build combined "global" mesh

The solid displacements are prescribed on the inner boundary (boundary 0) of the solid mesh so we pin all four values (representing the real and imaginary parts of the displacements in the $ x_1- $ and $ x_2-$ directions, respectively) and assign the boundary values using the function Global_Parameters::solid_boundary_displacement(...). (The enumeration of the unknowns is discussed in another tutorial.)

// Solid boundary conditions:
// Pin displacements on innermost boundary (boundary 0) of solid mesh
unsigned n_node = Solid_mesh_pt->nboundary_node(0);
Vector<std::complex<double> > u(2);
Vector<double> x(2);
for(unsigned i=0;i<n_node;i++)
Node* nod_pt=Solid_mesh_pt->boundary_node_pt(0,i);
// Assign displacements
// Real part of x-displacement
// Imag part of x-displacement
// Real part of y-displacement
//Imag part of y-displacement

Finally, we set up the fluid-structure interaction, assign the equation numbers, define the output directory and open a trace file to record the radiated power as a function of the FSI parameter $ Q $.

// Setup fluid-structure interaction
// Assign equation numbers
oomph_info << "Number of unknowns: " << assign_eqn_numbers() << std::endl;
// Set output directory
// Open trace file
char filename[100];
} //end of constructor

Actions before adapt

The mesh adaptation is driven by the error estimates for the bulk elements. The various FaceElements must therefore be removed from the global mesh before the adaptation takes place. We do this by calling the helper function delete_face_elements(...) (discussed below) for the three face meshes, before rebuilding the Problem's global mesh.

/// Actions before adapt: Wipe the meshes face elements
// Kill the fsi traction elements and wipe surface mesh
// Kill Helmholtz FSI flux elements
// Kill Helmholtz BC elements
// Rebuild the Problem's global mesh from its various sub-meshes
}// end of actions_before_adapt

Actions after adapt

After the (bulk-)mesh has been adapted, the various FaceElements must be re-attached. We then (re-)setup the fluid-structure interaction and rebuild the global mesh.

/// Actions after adapt: Rebuild the meshes of face elements
// Create fsi traction elements from all elements that are
// adjacent to FSI boundaries and add them to surface meshes
// Create Helmholtz fsi flux elements
// Create DtN elements from all elements that are
// adjacent to the outer boundary of Helmholtz mesh
// Setup interaction
// Rebuild the Problem's global mesh from its various sub-meshes
}// end of actions_after_adapt

Delete face elements

The helper function delete_face_elements() is used to delete all FaceElements in a given surface mesh before the mesh adaptation.

/// Delete face elements and wipe the mesh
delete_face_elements(Mesh* const & boundary_mesh_pt)
// How many surface elements are in the surface mesh
unsigned n_element = boundary_mesh_pt->nelement();
// Loop over the surface elements
for(unsigned e=0;e<n_element;e++)
// Kill surface element
delete boundary_mesh_pt->element_pt(e);
// Wipe the mesh
} // end of delete_face_elements

Creating the FSI traction elements (and the FSI flux and DtN elements)

The function create_fsi_traction_elements() creates the FaceElements required to apply the FSI traction boundary condition (4) on the outer boundary (boundary 2) of the solid mesh:

/// Create fsi traction elements
// We're on boundary 2 of the solid mesh
unsigned b=2;
// How many bulk elements are adjacent to boundary b?
unsigned n_element = Solid_mesh_pt->nboundary_element(b);
// Loop over the bulk elements adjacent to boundary b
for(unsigned e=0;e<n_element;e++)
// Get pointer to the bulk element that is adjacent to boundary b
ELASTICITY_ELEMENT* bulk_elem_pt = dynamic_cast<ELASTICITY_ELEMENT*>(
//Find the index of the face of element e along boundary b
int face_index = Solid_mesh_pt->face_index_at_boundary(b,e);
// Create element
new TimeHarmonicLinElastLoadedByHelmholtzPressureBCElement
// Add to mesh

To function properly, the elements need to know the number of the bulk mesh boundary they are attached to (this allows them to determine the boundary coordinate $ \zeta $ required to set up the fluid-structure interaction; see Implementation ), and the FSI parameter $ Q $.

// Associate element with bulk boundary (to allow it to access
// the boundary coordinates in the bulk mesh)
// Set FSI parameter
} // end of create_traction_elements

[Note: We omit the listings of the functions create_helmholtz_fsi_flux_elements() and create_helmholtz_DtN_elements() which create the FaceElements required to apply the FSI flux boundary condition (5) on the inner boundary (boundary 0), and the Sommerfeld radiation condition (6) on the outer boundary (boundary 2) of the Helmholtz mesh because they are very similar. Feel free to inspect the source code.]

Setting up the fluid-structure interaction

The setup of the fluid-structure interaction requires the identification of the "bulk" Helmholtz elements that are adjacent to (the Gauss points of) the FaceElements that impose the FSI traction boundary condition (4), in terms of the displacement potential $ \phi $ computed by these "bulk" elements. This can be done using the helper function Multi_domain_functions::setup_bulk_elements_adjacent_to_face_mesh(...) which is templated by the type of the "bulk" element and its spatial dimension, and takes as arguments:

Nearly a one-liner:

/// Setup interaction between two fields
// Setup Helmholtz "pressure" load on traction elements
unsigned boundary_in_helmholtz_mesh=0;

Exactly the same method can be used for the identification of the "bulk" elasticity elements that are adjacent to (the Gauss points of) the FaceElements that impose the FSI flux boundary condition (5), using the displacement $ {\bf u} $ computed by these "bulk" elements:

// Setup Helmholtz flux from normal displacement interaction
unsigned boundary_in_solid_mesh=2;


The post-processing function doc_solution(...) computes and outputs the total radiated power, and plots the computed and exact solutions (real and imaginary parts) for all fields.

/// Doc the solution
ofstream some_file,some_file2;
char filename[100];
// Number of plot points
unsigned n_plot=5;
// Compute/output the radiated power
// Accumulate contribution from elements
double power=0.0;
unsigned nn_element=Helmholtz_outer_boundary_mesh_pt->nelement();
for(unsigned e=0;e<nn_element;e++)
HelmholtzBCElementBase<HELMHOLTZ_ELEMENT> *el_pt =
power += el_pt->global_power_contribution(some_file);
oomph_info << "Step: " << Doc_info.number()
<< ": Q=" << Global_Parameters::Q << "\n"
<< " k_squared=" << Global_Parameters::K_squared << "\n"
<< " density ratio=" << Global_Parameters::Density_ratio << "\n"
<< " omega_sq=" << Global_Parameters::Omega_sq << "\n"
<< " Total radiated power " << power << "\n"
<< " Axisymmetric radiated power " << "\n"
<< std::endl;
// Write trace file
Trace_file << Global_Parameters::Q << " "
<< Global_Parameters::Omega_sq << " "
<< power << " "
<< std::endl;
std::ostringstream case_string;
case_string << "TEXT X=10,Y=90, T=\"Q="
<< ", k<sup>2</sup>="
<< ", density ratio="
<< ", omega_sq="
<< Global_Parameters::Omega_sq
<< "\"\n";
// Output displacement field
// Output fsi traction elements
// Output Helmholtz fsi flux elements
// Output Helmholtz
some_file << case_string.str();
// Output exact solution for Helmholtz
cout << "Doced for Q=" << Global_Parameters::Q << " (step "
<< Doc_info.number() << ")\n";
// Increment label for output files
} //end doc

Comments and Exercises



Source files for this tutorial

PDF file

A pdf version of this document is available.