Fundamental Solutions and Green s functions. Simulation Methods in Acoustics

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Fundamental Solutions and Green s functions Simulation Methods in Acoustics

Definitions Fundamental solution The solution F (x, x 0 ) of the linear PDE L {F (x, x 0 )} = δ(x x 0 ) x R d Is called the fundamental solution of the PDE. Note that x R d, which means that the domain is open. 1 Green s function The solution G(x, x 0 ) of the linear PDE and a homogeneous BC defined over the whole boundary L {G(x, x 0 )} = δ(x x 0 ) B {G(x, x 0 )} = 0 x Ω R d x Ω Is called the Green s function of the PDE and the respective BC. Note that domain can be bounded in this case. 1 The minus sign on the r.h.s. is a matter of convention

Importance and usefulness Assume that we need to solve L {u(x)} = g(x) x R d Statement: the solution is found as a convolution by the fundamental solution F u = F g u(x) = F (x, x 0 )g(x 0 ) dx 0 Proof: 1. By definition: L {F (x, x 0 )} = δ(x x 0 ) 2. Multiply both sides by g(x 0 ) and integrate over the domain L {F (x, x 0 )} g(x 0 ) dx 0 = δ(x x 0 )g(x 0 ) dx 0 3. L acts on x and not x 0, it can be moved outside the integral { } L F (x, x 0 )g(x 0 ) dx 0 = g(x)

Physical meaning The fundamental solution F (x, x 0 ) is the response at the location x to a point source of unit strength located at x 0. If we know F (x, x 0 ) we can calculate the response to arbitrary source distributions g(x) by using convolution. We are already familiar with linear electrical and mechanical state space models: in this case we are in the time domain, and the fundamental solution is the impulse response. If the system is time invariant, the response to a shifted input impulse, is also simply shifted in time. In a homogeneous medium, the operator L has constant coefficients. In these cases the fundamental solution is translation invariant, i.e., F (x, x 0 ) = F (x x 0 ). Thus, invariance in the time domain is analogous to a homogeneous medium in the space domain.

Finding the fundamental solution (an example) Find the fundamental solution of the Laplace equation in 2D 2 F (x, x 0 ) = δ(x x 0 ) x R 2 Take first x 0 = 0. As u(x) is the field of a point source centered at the origin, we can expect that F (x, x 0 ) = F (r). Thus, using the symmetric polar form of the laplacian: 2 We have F (r) + 1 r F (r) = δ(r) 2πr ( 2 F = d2 F dr 2 + 1 df r dr F (r) + 1 r F (r) = 0 r > 0 F (r) F (r) = 1 r By integration we get ln F (r) = ln r+c 0 F (r) = c 1 r ) F = c 1 ln r+c 2 2 Note that the Dirac-delta in polar reads as: δ(x, y) = δ(r)/(2πr).

Any constant c 2 will satisfy the equation, so we take c 2 = 0. We can find c 1 by applying the divergence theorem 3 F (x, x 0 ) dx = δ(x x 0 ) dx = 1 R 2 R 2 For all disks B(R) with R > 0 we have F (x, x 0 ) dx = n(x) F (x, x 0 ) dx = B(R) B(R) B(R) F (R) = 2πRF (R) = 1 F (R) = 1 2πR Finally, we get the fundamental solution of the Laplace equation in 2D as F (r) = ln r 2π = ln 1/r 2π 3 It s instructive to carry out the integration in polar coordinates for δ(r)

Green s function in bounded domains Once we have the fundamental solution, we can construct the Green s function for a bounded domain. 2 G(x, x 0 ) = δ(x x 0 ) G(x, x 0 ) = 0 x Ω x Ω We seek G as G(x, x 0 ) = F (x, x 0 ) + v(x, x 0 ) with 2 v(x, x 0 ) = 0 v(x, x 0 ) = F (x, x 0 ) x Ω x Ω In general, this can be a very involving task. Recall, that we have used the FEM to solve these kind of BVP. The superposition formula G = F + v still gives us some important hint on the behavior of the Green s function.

Green s functions for the Laplace equation Let s construct the Green s function for some simple cases: 1. 2D half-space with Dirichlet BC (u(x, 0) = 0) G(x, x 0 ) = F (x, x 0 ) F (x, x 0) x 0 = (x 0, y 0 ) ( ) 2. 2D half-space with Neumann BC = 0 y=0 u(x,0) y G(x, x 0 ) = F (x, x 0 ) + F (x, x 0) x 0 = (x 0, y 0 ) Observe that adding the mirror image sources at the locations satisfies the prescribed homogeneous BCs. x 0 This technique is often referred to as method of images.

Example application membrane I. Assume we want to calculate the shape of a membrane with unit radius under a steady force distribution. We have the BVP: T 2 u(x) = g(x) x Ω : { x 1} u(x) = 0 x Ω : { x = 1} (Where T [N/m] is the uniform tension of the membrane) First, let s look for the Green s function that satisfies 2 G(x, x 0 ) = δ(x x 0 ) x Ω : { x 1} G(x, x 0 ) = 0 x Ω : { x = 1} Then, we can use the convolution form: u(x) = 1 T g G = 1 g(x 0 )G(x, x 0 ) dx 0 T

Example application membrane II. Construct the Green s function G by finding,,image points It turns out that for all x 0 < 1 and all x = 1 there is an image point x 0 = x 0/ x 0 2 which satisfies x x 0 2 = x 0 2 x x 0 2 y x x x 0 R = 1 x x 0 x 0 x x 0 x 0 x x x 0 x 0 x

Example application membrane III. By the above property of the image points we have ln x x 0 = ln x 0 + ln x x 0 }{{} 2πv(x,x 0 ) Thus, the term on the r.h.s. is 2πv(x, x 0 ), with the Green s function G(x, x 0 ) = F (x, x 0 ) + v(x, x 0 ). The function v(x, x 0 ) is a compensating term for the fundamental solution F (x, x 0 ) such that the Green s function can satisfy the homogeneous Dirichlet BC on x = 0. Finally, the Green s function for the membrane is found as G(x, x 0 ) = 1 2π (ln x x 0 ln x x 0 ln x 0 )

Example application membrane IV. Let s evaluate the displacement by using the convolution form u(x) = 1 T g(x 0) G(x, x 0 ) dx 0 We integrate numerically, and sum over source points (x 0 ) to get the response in receiver points (x) 1 0.5 Mesh Source points Receiver points y 0-0.5-1 -1-0.5 0 0.5 1 x

Example application membrane V. Define the excitation as a truncated 2D Gaussian function xe x 0 2 g(x 0 ) = e 2σe 2 if x e x 0 < r e 0 otherwise

Green s representation formula Green s identity Let u and v be smooth functions in Ω and F = u v v u. Thus, F = u 2 v v 2 u. By using the divergence theorem we get ( (u 2 v v 2 u) dx = u v n v u ) dx n Ω This is called Green s identity. Setting u = G(x, x 1 ) and v = G(x, x 2 ), with G being the Green s function of the Laplace equation, 4 we get the symmetry property fo the Green s function Ω G(x 1, x 2 ) = G(x 2, x 1 ) In the following we will use the representation formula in the Boundary Element Method. 4 satisfying either the Dirichlet or the Neumann BC