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Finite and Boundary Element Methods inAcoustics
W. Kreuzer, Z. Chen, H. Waubke
Austrian Academy of Sciences, Acoustics Research Institute
ARI meets NuHAG
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 1 / 13
Application
Finite ElementsVibrations in stoch. layers
Boundary ElementsNoise BarriersVibrations in Tunnels
FMM-BEMCalc. of HRTFs
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 2 / 13
FEM
Example: Laplace Equation, weighted residual
∇2u = 0,∫
Ω∇2uωdΩ = 0
Gauss-Green theorem∫Ω∇2uωdx =
∫Γ
∂u∂nωdΓ−
∫Ω∇u∇ωdΩ
Discretize Ω with a grid of simple geometric elements andapproximation of u with basis u(x) =
∑uiψi(x)
Choose weighting function ω, f.e. Galerkin: ψm(x)Linear system of equations Ku = f
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 3 / 13
BEM
Lot of possibilities to choose ωFundamental solution: Solution of ∇2ω = −δ(ξ − x)Second time Gauss-Green theorem∫
Ω∇2uωdx =
∫Γ
∂u∂nωdΓ−
∫Ω∇u∇ωdΩ
=∫
Γ
∂u∂nωdΓ−
∫Γ
u∂w∂n
dΓ +∫
Ωu∇2ωdΩ
∫Ω
u∇2ωdΩ = −∫
Ωuδ(ξ − x)dΩ =
−u(ξ) ξ ∈ Ω−1
2 u(ξ) ξ ∈ Γ0 ξ /∈ Ω
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 4 / 13
Boundary Integral Equation
κu(ξ) +∫
Γu∂ω
∂ndΓ =
∫Γ
∂u∂nωdΓ
2D: ω = − 12π log r, r = ||ξ − x||
3D: ω = 14πr
Discretization → linear system of equationsOnly necessary for points on boundaryOnce values for boundary are calculated, results for ξ /∈ Γare easy to get
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 5 / 13
FEM vs BEM
FEM BEM(large) sparse sym. matrix (smaller) nonsym. fully pop. matrix
mesh for entire domain mesh only for boundary“simple” integrals singular integralswidely applicable “restricted” to some problems
What if there is no fundamental solution ?What if the system gets too big → FMM
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 6 / 13
No fundamental solution ?
“No BEM without fundamental solution G(ξ, x)”“Solution of the problem Lu = 0 with a singularity at ξ”Fourier transformation F
LG = δF→ LG = 1
Calculation of approximation for G in the Fourier domain onsome grid
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 7 / 13
Example
Vibrations in tunnels immerged in orthotropiclayered soil
Propagation of waves insoil without tunnel withpointload (δ functional) atdifferent depths z
Deformation and stressesat different depths z
After Fourierbacktransformation w.r.t. y,results from above aretaken for BEM-formulationof the tunnel
κu(ξ) +∫
Γu∂G∂n
dΓ =∫
Γ
∂u∂n
GdΓ
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 8 / 13
Example
Vibrations in tunnels immerged in orthotropiclayered soil
Propagation of waves insoil without tunnel withpointload (δ functional) atdifferent depths z
Deformation and stressesat different depths z
After Fourierbacktransformation w.r.t. y,results from above aretaken for BEM-formulationof the tunnel
κu(ξ) +∫
Γu∂G∂n
dΓ =∫
Γ
∂u∂n
GdΓ
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 8 / 13
Example
Vibrations in tunnels immerged in orthotropiclayered soil
Propagation of waves insoil without tunnel withpointload (δ functional) atdifferent depths z
Deformation and stressesat different depths z
After Fourierbacktransformation w.r.t. y,results from above aretaken for BEM-formulationof the tunnel
κu(ξ) +∫
Γu∂G∂n
dΓ =∫
Γ
∂u∂n
GdΓ
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 8 / 13
Example
Vibrations in tunnels immerged in orthotropiclayered soil
Propagation of waves insoil without tunnel withpointload (δ functional) atdifferent depths z
Deformation and stressesat different depths z
After Fourierbacktransformation w.r.t. y,results from above aretaken for BEM-formulationof the tunnel
κu(ξ) +∫
Γu∂G∂n
dΓ =∫
Γ
∂u∂n
GdΓ
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 8 / 13
Example
Vibrations in tunnels immerged in orthotropiclayered soil
Propagation of waves insoil without tunnel withpointload (δ functional) atdifferent depths z
Deformation and stressesat different depths z
After Fourierbacktransformation w.r.t. y,results from above aretaken for BEM-formulationof the tunnel
κu(ξ) +∫
Γu∂G∂n
dΓ =∫
Γ
∂u∂n
GdΓ
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 8 / 13
Example
Vibrations in tunnels immerged in orthotropiclayered soil
Propagation of waves insoil without tunnel withpointload (δ functional) atdifferent depths z
Deformation and stressesat different depths z
After Fourierbacktransformation w.r.t. y,results from above aretaken for BEM-formulationof the tunnel
κu(ξ) +∫
Γu∂G∂n
dΓ =∫
Γ
∂u∂n
GdΓ
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 8 / 13
Example
Vibrations in tunnels immerged in orthotropiclayered soil
Propagation of waves insoil without tunnel withpointload (δ functional) atdifferent depths z
Deformation and stressesat different depths z
After Fourierbacktransformation w.r.t. y,results from above aretaken for BEM-formulationof the tunnel
κu(ξ) +∫
Γu∂G∂n
dΓ =∫
Γ
∂u∂n
GdΓ
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 8 / 13
Orthotropic layers
No singularity in theFourier domainProblems withbacktransformationNo FFT possibleInterpolation withαeβ|y|, αeβy2
???
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 9 / 13
Orthotropic layers
No singularity in theFourier domainProblems withbacktransformationNo FFT possibleInterpolation withαeβ|y|, αeβy2
???
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 9 / 13
Orthotropic layers
No singularity in theFourier domainProblems withbacktransformationNo FFT possibleInterpolation withαeβ|y|, αeβy2
???
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 9 / 13
HRTFs
Localization of soundsources dependent on theform of the pinnaCalcualtion of acousticpressure on the headModel has about 30.000nodes and over 65.000elementsToo big for BEM → FastMultipole Method
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 10 / 13
HRTFs
Localization of soundsources dependent on theform of the pinnaCalcualtion of acousticpressure on the headModel has about 30.000nodes and over 65.000elementsToo big for BEM → FastMultipole Method
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 10 / 13
FMM
Originally developed forN-body problemsMan-in-the-middleprincipleNear field → classical BEMFar field → fast mulitipolemethodeSingle or multilevel
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 11 / 13
FMM
Originally developed forN-body problemsMan-in-the-middleprincipleNear field → classical BEMFar field → fast mulitipolemethodeSingle or multilevel
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 11 / 13
FMM
Originally developed forN-body problemsMan-in-the-middleprincipleNear field → classical BEMFar field → fast mulitipolemethodeSingle or multilevel
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 11 / 13
FMM
Originally developed forN-body problemsMan-in-the-middleprincipleNear field → classical BEMFar field → fast mulitipolemethodeSingle or multilevel
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 11 / 13
FMM
Originally developed forN-body problemsMan-in-the-middleprincipleNear field → classical BEMFar field → fast mulitipolemethodeSingle or multilevel
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 11 / 13
Helmholtz and FMM
Helmholtz equation
∆2Φ(x) + kΦ(x) = 0
Fundamental solution:
G(x, y) =eikr
4πr, r = ||x− y||
expansion of G(x,y) possible
ei|D+d|
|D + d|=
ik4π
∑`
(2`+ 1)i`h`(kD)∫
SeiskdP`(sD)ds
with D = D||D|| , h`(x) Hankel functions, P`(x) Legendre
polynomials (h` →∞ for `→∞)
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 12 / 13
Helmholtz and FMM
Helmholtz equation
∆2Φ(x) + kΦ(x) = 0
Fundamental solution:
G(x, y) =eikr
4πr, r = ||x− y||
expansion of G(x,y) possible
Φ(x) =ik4π
∫S
eik(x−z2)sML(s, z2 − z1)A∑
a=1
eik(z1−ya)sqads
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 12 / 13
Acknowledgments/Literature
Vibrations in orthotropic layers: BMVIT/FFG Pr. 809089HRTFs: FWF Pr. P-18401B15Peter Hunter: FEM/BEM NotesMatthias Fischer: The Fast Multipole Boundary ElementMethod and its Application to Structured-Acoustic FieldInteractionH. Waubke: Boundary Element Method for Isotropic Mediawith Random Shear Moduli, J. Comput. Acoust., 13(1)Z. Chen et al: A Formulation of the Fast MultipoleBoundary Element Method (FMBEM) for AcousticRadiation and Scattering from Three-DimensionalStructures, to appear
Kreuzer, Chen, Waubke (ARI) FEM-BEM-FMM ARI meets NuHAG 13 / 13