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A TOPOLOGICAL DERIVATIVE-BASED METHOD FOR AN INVERSE POTENTIAL PROBLEM MODELED BY A MODIFIED HELMHOLTZ EQUATION Lucas dos Santos Fernandez1 - lucasf@lncc.br

Antonio Andr´e Novotny1 - novotny@lncc.br Ravi Prakash2 - rprakash@udec.cl

1Laborat´orio Nacional de Computac¸˜ao Cient´ıfica LNCC/MCTIC, Coordenac¸˜ao de Matem´atica Aplicada e Computacional - Petr´opolis, RJ, Brazil

2Departamento de Matem´atica, Facultad de Ciencias F´ısicas y Matem´aticas, Universidad de Concepci´on - Concepci´on, Chile

Abstract. This paper deals with an inverse problem whose forward model is governed by a modified Helmholtz equation. The inverse problem consists in the reconstruction of a set of anomalies embedded into a geometrical domain from partial measurements of a scalar field of interest taken on the boundary of the reference domain. Since the inverse problem, we are dealing with, is written in the form of an ill-posed boundary value problem, the idea is to rewrite it as a topology optimization problem. In this scenario, we use the concept of topological derivatives. Hence, the shape functional measuring the misfit between the known target data and the calculated data is minimized with respect to a set of ball-shaped inclusions. It leads to a non-iterative reconstruction algorithm which is independent of any initial guess. As a result, the reconstruction process becomes very robust with respect to the noisy data. A numerical example is presented in order to demonstrate the effectiveness of the proposed algorithm.

Keywords: Inverse potential problem, modified Helmholtz equation, higher order topological derivatives, topology optimization, reconstruction method.

1 INTRODUCTION

In this paper, we study an inverse potential problem in R2 whose corresponding forward problem is governed by a modified Helmholtz equation. The inverse problem under considera- tion is about the reconstruction of a set of anomalies embedded into a geometrical domain with the help of measurements of the associated potential. For this purpose, let us considerΩ⊂ R2 an open and bounded domain with smooth boundary∂Ωwhere the measurements of the associ- ated potential are collected. We represent each anomaly by an open and connected setωi ⊂ Ω such thatωi∩ωj = ∅fori 6= j andωi∩∂Ω = ∅for eachi, j ∈ {1, . . . , N}withN ∈ Z+ the number of anomalies. If ω = ∪Ni=1ωi, then, for i = 1, . . . , N, ωi is an open connected component ofω. See sketch in Fig. 1(a).

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(a) (b)

Figure 1- DomainΩ(a) with and (b) without a set of anomaliesω.

We consider the domainΩas a bounded region representing a fluid medium which contains a different fluid substance within a subdomainω. The inverse problem consists in findingkω

such that the substance concentrationz satisfies the following over-determined boundary value problem

−∆z+kωz = 0 in Ω,

nz = gN on ∂Ω, z = gD on ∂Ω,

(1) where gN and gD are the boundary excitation and boundary measurement, respectively. The parameterkω is defined as

kω =

k inΩ\ω,

γik inωi, i= 1, . . . , N, (2)

withk, γi ∈R+, whereγiis the contrast with respect to the material property of the background k. Now, for an initial guesskωofkω, we consider the substance concentration fielduto be the solution to the boundary value problem

−∆u+kωu = 0 in Ω,

nu = gN on ∂Ω, (3)

where kω =

k inΩ\ω,

γik inωi, i= 1, . . . , N. (4)

Since we want our guesskω to be close to the unknown kω, it is natural to wish that the scalar fields u and z have the same measurement on ∂Ω. Keeping this objective in mind, we rewrite our inverse problem in the form of the following topology optimization problem given by

Minimize

ω⊂Ω Jω u1,· · · , uM

=

M

X

m=1

Z

∂Ω

(um−zm)2, (5)

where M ∈ Z+ is the number of observations, zm andum are the solutions of the boundary value problems (1) and (3), respectively, corresponding to the Neumann data gNm with m = 1,· · · , M. Notice that, the minimizer of the topology optimization problem (5) produces the

Anais do XXI ENMC – Encontro Nacional de Modelagem Computacional e IX ECTM – Encontro de Ciˆencias e Tecnologia de Materiais,

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best approximation to ω, solution of the inverse problem (1), in an appropriate sense. In addition, it is well known that we can not reconstruct both the support ωi and the associated contrastγi simultaneously (Fernandez et al., 2018). Therefore, we assume that the contrastγi, fori = 1, . . . , N, is known and we focus on the reconstruction of their supports ωi from the boundary measurements taken on∂Ω.

Such type of inverse problem under investigation in this work can be solved by using itera- tive and non-iterative methods. Among a variety of methods, we want to draw the attention of the readers on the level-set method and the methods based on asymptotic expansions such as those devised from the topological derivative concept (Sokołowski & ˙Zochowski, 1999). More recently, some reconstruction problems have been solved with the help of higher order topolog- ical derivatives which allow the development of non-iterative methods that are independent on the initial guess (Canelas et al., 2014; Ferreira & Novotny, 2017; Machado et al., 2017; Rocha

& Novotny, 2017). Iterative algorithms based on level-set methods are widely used to solve inverse reconstruction problems (Burger et al., 2004; Doel et al., 2010; Isakov et al., 2011). In contrast to the methods based on the topological derivatives, level-set-based methods are de- pendent on the initial guess and, in general, the reconstruction process requires a high number of iterations. Following the original ideas presented in Fernandez et al. (2018), we use higher order topological derivatives to solve the inverse problem of interest of this paper.

The remaining part of this paper is organized as follows. The proposed inverse problem is to be solved by using the concept of topological derivatives, therefore, we present in Section 2 the shape functionals corresponding to the unperturbed and perturbed domains as well as the asymptotic expansion of some Bessel functions. In Section 3, we obtain the higher-order topological expansion of the shape functional. The non-iterative reconstruction algorithm is devised in Section 4 and a numerical example of the reconstruction of multiple anomalies is presented in Section 5. Conclusions are discussed in Section 6.

2 PRELIMINAIRES

In this section, we introduce some tools related to the theory of topological derivatives as well as the asymptotic expansions of some Bessel functions. For an account on the topological derivative concept, the reader may refer to the book by Novotny & Sokołowski (2013).

2.1 Topology optimization setting

The inverse problem (1) has been written in the form of a topology optimization problem (5). The basic idea is minimizing the shape functional appearing in (5) by using the topological derivatives. For this purpose, we introduce the shape functionals related to the unperturbed and perturbed domains. Since the topological derivative does not depend on the initial guess of the unknown topologyω, we start with the unperturbed domain by settingω =∅(see Fig. 1(b)).

More precisely, we consider J0 u10,· · · , uM0

=

M

X

m=1

Z

∂Ω

(um0 −zm)2, (6)

whereum0 be the solution of the unperturbed boundary value problem −∆um0 +kum0 = 0 in Ω,

num0 = gNm on ∂Ω, (7)

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In this paper, we are considering the topology optimization problem (5) for the ball-shaped anomalies and hence we define the topologically perturbed counter-part of (6) by introducing N ∈ Z+ number of small circular inclusions Bεi(xi) with center at xi ∈ Ω and radius εi for i = 1,· · · , N. The set of inclusions can be denoted as Bε(ξ) = ∪Ni=1Bεi(xi), where ξ = (x1, . . . , xN)andε= (ε1, . . . , εN). Moreover, we assume thatBε∩∂Ω = ∅andBεi(xi)∩ Bεj(xj) = ∅for eachi 6= j andi, j ∈ {1,· · ·, N}. The shape functional associated with the topologically perturbed domain is written as

Jε u1ε,· · · , uMε

=

M

X

m=1

Z

∂Ω

(umε −zm)2 (8)

withumε be the solution of the perturbed boundary value problem −∆umε +kεumε = 0 in Ω,

numε = gNm on ∂Ω, (9)

where the parameterkεis defined as kε =

k inΩ\ ∪Ni=1Bεi(xi),

γik inBεi(xi), i= 1, . . . , N. (10) 2.2 Series expansions for Bessel functions

In this section, we introduce the asymptotic expansion of some modified Bessel functions to be used next. We denote the modified Bessel functions of the first kind and ordernbyIn with n ∈Z. Asx→0+, we have the following asymptotic expansions:

I0(x) = 1 +1

4x2+ ˜I0(x) and I1(x) = 1 2x+ 1

16x3+ ˜I1(x) (11) with I˜0(x) = O(x4)and I˜1(x) = O(x5). The modified Bessel functions of the second kind and order n are denoted by Kn withn ∈ Z. As x → 0+, we have the following asymptotic expansions:

K0(x) = (ln 2−ζ)−lnx−1

4x2lnx+1

4(1 + ln 2−ζ)x2+ ˜K0(x), K˜0(x) =O(x4) (12) and

K1(x) = 1 x+1

2xlnx+1 2

ζ−ln 2− 1 2

x+ 1

16x3lnx+ 1 16

ζ−ln 2− 5 4

x3+ ˜K1(x), (13) K˜1(x) = O(x5). In (12) and (13), ζ is the Euler constant. The above series expansions were obtained from the book by Jeffrey (2004).

3 TOPOLOGICAL ASYMPTOTIC EXPANSIONS

Here, we first propose anans¨atzfor the asymptotic expansion ofumε , solution of the problem related to the topologically perturbed domain. Next, by using this expansion for umε , it is pos- sible to proceed with the asymptotic expansion of the shape functionalJε u1ε,· · · , uMε

from which the reconstruction scheme is devised.

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3.1 Asymptotic expansion of the solution

Firstly, let us introduce the quantityβi = γi−1and the vectorα ∈RN, where each entry αi denotes the Lebesgue measure (volume) of the two-dimensional ballBεi(xi), i.e,

α= (α1,· · · , αN) with αi =|Bεi(xi)|=πε2i, for i= 1,· · · , N. (14) The perturbed shape functionalJε u1ε,· · · , uMε

, given by (8), depends on the small parameter ε through the solutionumε of the problem (9), form = 1, . . . , M. Therefore, we propose the following ans¨atzfor the expansion of umε with respect to the parameters corresponding to the small circular inclusions as described in Section 2.1

umε (x) =um0 (x) +k

N

X

i=1

αiβihε,mi (x) +k2

N

X

i=1 N

X

j=1

αiαjβiβjhε,mij (x) + ˜umε (x), (15) where, for eachi, j = 1,· · · , N andm= 1,· · · , M,hε,mi ,hε,mij andu˜mε are the solutions of

−∆hε,mi +khε,mi = −(αi)−1um0 χBεi(xi) in Ω,

nhε,mi = 0 on ∂Ω, (16)

−∆hε,mij +khε,mij = −(αi)−1hε,mj χBεi(xi) in Ω,

nhε,mij = 0 on ∂Ω, (17)

and

−∆˜umε +kεmε = Φmε inΩ,

nmε = 0 on∂Ω, (18)

respectively. In problem (18), we have Φmε =−k3PN

i,j,l=1αjαlβiβjβlhε,mjl χBεi(xi). In order to simplify further analysis, we writehε,mi as a sum of three functionspεi,qiand˜hε,mi in the form

hε,mi =um0 (xi)hεi + ˜hε,mi with hεi =pεi +qεi. (19) The functionpεi is solution of

( −∆pεi +kpεi = −(αi)−1χBεi(xi) inBR(xi), pεi = λ3i)K0(√

kR) on∂BR(xi), (20)

with Bεi(xi) ⊂ Ω ⊂ BR(xi), xi ∈ Ω, 0 < εi R. Moreover, λ3i) denotes a constant depending onεi to be presented next. Problem (20) can be solved analytically and its solution is

pεi(x) =

λ1i) +λ2i)I0(√

kkx−xik) inBεi(xi), λ3i)K0(√

kkx−xik) inBR(xi)\Bεi(xi), (21) withλ1i) =− 1

kπε2i, λ2i) = 1 kπε2i

K1(√ kεi) K0(√

i)I1(√

i) +K1(√

i)I0(√

i) andλ3i) =

− 1 kπε2i

I1(√ kεi) K0(√

i)I1(√

i) +K1(√

i)I0(√

i). Observe that we can use the asymptotic ex- pansions (11)-(13) to rewriteλ2i)andλ3i)as follows

λ2i) = 1

kπε2i +λ+ 1

2π lnεi+ ˜λ2i) and λ3i) =− 1

2π + ˜λ3i) (22)

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withλ = 1

4π(2ζ+ lnk−2 ln 2−1),λ˜2i) =O(ε2i)andλ˜3i) =O(ε2i). Taking into account the solution pεi of the problem (20), we write qεi = λ3i)qi, where qi is the solution to the homogeneous boundary value problem

−∆qi +kqi = 0 inΩ,

nqi = −∂nK0(√

kkx−xik) on∂Ω (23)

and˜hε,mi solves the boundary value problem

−∆˜hε,mi +k˜hε,mi = −(αi)−1(um0 −um0 (xi))χBεi(xi) inΩ,

n˜hε,mi = 0 on∂Ω. (24)

From the decomposition (19) and the solution of the problem (20), we can introduce the notation hε,mi :=

( um0 (xi)hεi|

Bεi + ˜hε,mi inBεi(xi), um0 (xi)hεi|

Ω\Bεi + ˜hε,mi inΩ\Bεi(xi), (25) withhεi|

Bεi :=pεi|

Bεi3i)qi andhεi|

Ω\Bεi :=pεi|

Ω\Bεi3i)qi, wherepεi|

Bεi is the solution of the problem (20) in Bεi(xi)andpεi|

Ω\Bεi is the solution of the same problem inΩ\Bεi(xi).

Moreover, we also introduce an adjoint statevmas the solution of the following auxiliary bound- ary value problem

−∆vm+kvm = 0 inΩ,

nvm = um0 −zm on∂Ω. (26)

3.2 Asymptotic expansion of the shape functional

From theans¨atzforumε given by (15), we can obtain the asymptotic expansion of the shape functionalJε u1ε,· · · , uMε

with respect toα. Let us start considering the difference between the perturbed shape functionalJε u1ε,· · · , uMε

and its unperturbed counter-partJ0 u10,· · · , uM0 defined in (8) and (6), respectively, which yields to the following simplified expression

Jε(uε)− J0(u0) =

M

X

m=1

Z

∂Ω

2 (umε −um0 ) (um0 −zm) + (umε −um0 )2

. (27)

By using (15) in (27), we get Jε(uε)− J0(u0) = 2k

M

X

m=1 N

X

i=1

αiβi

Z

∂Ω

hε,mi (um0 −zm)

+ 2k2

M

X

m=1 N

X

i=1 N

X

j=1

αiαjβiβj

Z

∂Ω

hε,mij (um0 −zm)

+k2

M

X

m=1 N

X

i=1 N

X

j=1

αiαjβiβj Z

∂Ω

hε,mi hε,mj +o(|α|2). (28) Now, let us introduce the weak formulation of the adjoint problem (26) which is to findvm ∈ H1(Ω)such that

Z

∇vm· ∇η+k Z

vmη= Z

∂Ω

(um0 −zm)η, ∀η ∈H1(Ω). (29)

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The weak formulations of the problems (16) and (17) are to findhε,mi ∈H1(Ω)such that Z

∇hε,mi · ∇η+k Z

hε,mi η =− 1 αi

Z

Bεi(xi)

um0 η, ∀η∈H1(Ω) (30) andhε,mij ∈H1(Ω)such that

Z

∇hε,mij · ∇η+k Z

hε,mij η =− 1 αi

Z

Bεi(xi)

hε,mj η, ∀η ∈H1(Ω), (31) respectively. By takingη=hε,mi in (29) andη=vmin (30) as test functions, we get

Z

∂Ω

hε,mi (um0 −zm) =− 1 αi

Z

Bεi(xi)

um0 vm. (32)

Similarly, if we takeη=hε,mij in (29) andη=vmin (31) as test functions, it gives Z

∂Ω

hε,mij (um0 −zm) =− 1 αi

Z

Bεi(xi)

hε,mj vm. (33)

Thus, by replacing (32) and (33) into (28), we get Jε(uε)− J0(u0) = −2k

M

X

m=1 N

X

i=1

βi Z

Bεi(xi)

um0 vm−2k2

M

X

m=1 N

X

i=1 N

X

j=1

αjβiβj Z

Bεi(xi)

hε,mj vm

+k2

M

X

m=1 N

X

i=1 N

X

j=1

αiαjβiβj Z

∂Ω

hε,mi hε,mj +o(|α|2). (34) Finally, we rewrite the expansion (34) in its final form by considering (a) the decomposition of the function hε,mi introduced in Section 3.1 together with the analytical form ofpεi and the asymptotic expansions forλ1i),λ2i)andλ3i)as well as (b) the Taylor’s expansions of the functionsum0 ,vmandpεj|

Ω\Bεj

around the pointxi. Proceeding in this way, we obtain

Jε(uε)−J0(u0) =−2k

M

X

m=1 N

X

i=1

αiβium0 (xi)vm(xi)− 1 2πk2

M

X

m=1 N

X

i=1

α2i lnαi βi2um0 (xi)vm(xi)

− 1 2πk2

M

X

m=1 N

X

i=1

αi2βium0 (xi)vm(xi)− 1 2πk

M

X

m=1 N

X

i=1

α2iβi∇um0 (xi)· ∇vm(xi)

− 1 4πσk2

M

X

m=1 N

X

i=1

α2iβi2um0 (xi)vm(xi) + 1 πk2

M

X

m=1 N

X

i=1

α2iβi2um0 (xi)vm(xi)qi(xi)

+1 πk2

M

X

m=1 N

X

i=1 N

X

j=1 j6=i

αiαjβiβjum0 (xj)vm(xi)Kij+1 πk2

M

X

m=1 N

X

i=1 N

X

j=1 j6=i

αiαjβiβjum0 (xj)vm(xi)qj(xi)

+ 1 4π2k2

M

X

m=1 N

X

i=1 N

X

j=1

αiαjβiβjum0 (xi)um0 (xj)Iij +o(|α|2), (35)

where we have the constantσ=−1 + 4ζ+ ln k2

16π2, the numberKij =K0(√

kkxi−xjk)and the integralIij =

Z

∂Ω

[K0(√

kkx−xik) +qi(x)][K0(√

kkx−xjk) +qj(x)].

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4 RECONSTRUCTION ALGORITHM

The resulting non-iterative reconstruction algorithm based on the expansion (35) is de- scribed in this section. The topological asymptotic expansion of the shape functional J(uε) given by (35) can be rewritten in the following matrix equation

J (uε) = J0(u0)−α·d(ξ) +G(ξ)α·diag(α⊗logα) + 1

2H(ξ)α·α+o(|α|2), (36) where the vectord∈RN and the matricesG, H ∈RN×N have the following entries

di := 2kβi

M

X

m=1

um0 (xi)vm(xi), (37)

Gii:=− 1 2πk2βi2

M

X

m=1

um0 (xi)vm(xi), Gij = 0, if i6=j (38) and

Hii:=−1 πk2βi

M

X

m=1

um0 (xi)vm(xi)−1 πkβi

M

X

m=1

∇um0 (xi)·∇vm(xi)− 1

2πσk2βi2

M

X

m=1

um0 (xi)vm(xi)

+ 2 πk2βi2

M

X

m=1

um0 (xi)vm(xi)qi(xi) + 1 2π2k2βi2

M

X

m=1

[um0 (xi)]2 Iii, (39)

Hij := 2 πk2βiβj

M

X

m=1

um0 (xj)vm(xi)Kij + 2 πk2βiβj

M

X

m=1

um0 (xj)vm(xi)qj(xi)

+ 1

2k2βiβj

M

X

m=1

um0 (xi)um0 (xj)Iij, (40) ifi6=j; respectively, fori, j = 1,· · · , N.

Note that the expression on the right-hand side of Eq. (35) depends explicitly on the number N of anomalies, their positionsξand sizesα. Thus, let us now introduce the quantity

δJ(α, ξ, N) := −α·d(ξ) +G(ξ)α·diag(α⊗logα) + 1

2H(ξ)α·α. (41) After minimizing (41) with respect toα, we obtain the following non-linear system

(H(ξ) +G(ξ))α+ 2G(ξ)diag(α⊗logα) =d(ξ) (42) which it is solved by using Newton’s method. Observe that, if the quantityαis solution of the mentioned system, then it becomes a function of the locationsξ, that is,α =α(ξ). Now, let us replace the solutionα=α(ξ)of the Eq. (42) in Eq. (41), to obtain

δJ(α(ξ), ξ, N) := −1

2(d(ξ) +G(ξ)α(ξ))·α(ξ). (43)

Anais do XXI ENMC – Encontro Nacional de Modelagem Computacional e IX ECTM – Encontro de Ciˆencias e Tecnologia de Materiais,

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Therefore, the pair of vectors(ξ?, α?)which minimizes (41) is given by ξ? :=argmin

ξ∈X

δJ(α(ξ), ξ, N) and α? :=α(ξ?), (44) where X is the set of admissible locations of the anomalies. Thus, the minimizer of (41) is a set of ball-shaped disjoint inclusions denoted by ω? which is completely characterized by the pair (ξ?, α?). The optimal locationsξ? can be trivially obtained from a combinatorial search over all the n-points of the setX and the optimal sizes are given by the second expression in (44). In short, for a given number of inclusionsN, our method is able to find in one step their sizesα? and their locationsξ?. For more sophisticated approaches based on meta-heuristic and multi-grid methods, we refer to Machado et al. (2017), where the algorithm proposed in this section can be found in pseudo-code format.

5 NUMERICAL RESULTS

We present a numerical example in order to test the reconstruction scheme proposed in the previous section. Given a target domain comprises a set of anomalies ω, our aim is to reconstruct the set ω by a set of circular disjoint inclusions from the help of measurements of a known scalar field zm (related to the target domain), for m = 1, . . . , M, taken on the boundary ∂Ω. As previously commented, we desire to obtain the location ξ and the size α of each component of the target geometrical subdomain ω by assuming that the parameters k, γi ∈ R+, for i = 1, . . . , N, are known. For simplicity, we set k = 1 and γi = 2, for i= 1, . . . , N.

The geometric domain is a squareΩ = (−0.5,0.5)×(−0.5,0.5)which is discretized using three-node finite element scheme. The mesh is generated as a grid of160×160squares. Each square is divided into four triangles which leads to102400number of finite elements and51521 nodes. However, due to the high complexity of the reconstruction algorithm, a sub-mesh is defined over the finite element mesh where the combinatorial search is performed, leading to the optimal solution(ξ?, α?)defined in the sub-mesh. Here, such sub-mesh comprises a total of 181uniformly distributed nodes.

The proposed reconstruction scheme is also tested in the presence of noisy data. In this case, in order to obtain the noisy synthetic data, the parameterkω is replaced bykωµ =kω(1 +µτ), whereτ is random variable taking values in the interval(−1,1)andµcorresponds to the noise level.

Reconstruction of two embedded anomalies is demonstrated in this example. As can be seen in Fig. 2(a)-(left), two circular regions with centers located at x1 = (0.2,0.3), x2 = (−0.2,−0.3)and radii ε1 = ε2 = 0.05are considered as the target anomalies. In the current setting, we take only one observation produced by the Dirichlet data g = 1on the boundary

∂Ω. The results obtained for different levels of noise are shown in Fig. 2. It can be seen in Fig. 2(a)-(right) that the anomalies are reconstructed accurately in the absence of noise. By comparing Figs. 2(b) and 2(c), we can observe that the reconstruction scheme works efficiently up to 50%of noise in the parameter kω. For more noisy input, though we are not sure about the accuracy but the functionality of the proposed scheme is ensured which can be observed in Fig. 2(d).

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(a)µ= 0% (b) µ= 20%

(c)µ= 50% (d) µ= 70%

Figure 2- Target (left) and the respective result (right) for different levels of noise.

6 CONCLUSIONS

In this paper, a reconstruction method for solving an inverse problem modeled by a mod- ified Helmholtz equation has been proposed. The reconstruction algorithm is devised from higher-order topological derivatives. In addition, the mentioned algorithm is non-iterative and independent of any initial guess. Hence, the reconstruction process becomes very robust with respect to the noisy. On the other hand, the approximation of the solution by a finite number of ball-shaped inclusions can be seen as a limitation of our approach. Despite this last fact, our approach can be used to produce a more accurate initial guess for iterative approaches such as the ones based on level-set methods.

Acknowledgements

This research was partly supported by the Brazilian agencies CNPq, CAPES and FAPERJ.

These research results have also received funding from the EU H2020 Programme, MCTI/RNP- Brazil under the HPC4E Project (grant agreement n689772) and from the PROYECTOS VRID INICIACI ´ON (n 216.013.0.41-1.0IN) of Universidad de Concepci´on - Chile. These supports are gratefully acknowledged.

REFERENCES

Burger, M.; Hackl, B. and Ring, W. (2004), Incorporating topological derivatives into level set methods.

Journal of Computational Physics, 194(1), 344-362.

Canelas, A.; Laurain, A. and Novotny, A.A. (2014), A new reconstruction method for the inverse potential problem. Journal of Computational Physics, 268, 417-431.

Doel, K.; Ascher, U. and Leit˜ao, A. (2010), Multiple level sets for piecewise constant surface reconstruction in highly ill-posed problems. Journal of Scientific Computing, 43, 44-66.

Fernandez, L.; Novotny, A.A. and Prakash, R. (2018), Noniterative reconstruction method for an inverse potential problem modeled by a modified Helmholtz equation. Numerical Functional Analysis and Opti- mization, 39(9), 937-966.

Ferreira, A.D. and Novotny, A.A. (2017), A new non-iterative reconstruction method for the electrical impedance tomography problem. Inverse Problems, 33(3), 035005.

Isakov, V.; Leung, S. and Qian, J. (2011), A fast local level set method for inverse gravimetry. Communica- tions in Computational Physics, 10(4), 1044-1070.

Jeffrey, A. (2004),“Handbook of mathematical formulas and integrals”, 3rd ed., Elsevier Academic Press.

Machado, T.J.; Angelo, J.S. and Novotny, A.A. (2017), A new one-shot pointwise source reconstruction method. Mathematical Methods in the Applied Sciences, 40(15), 1367-1381.

Novotny, A.A. and Sokołowski, J. (2013),“Topological Derivatives in Shape Optimization”, Interaction of Mechanics and Mathematics, Springer-Verlag, Berlin, Heidelberg.

Rocha, S.S. and Novotny, A.A. (2017), Obstacles reconstruction from partial boundary measurements based on the topological derivative concept. Structural and Multidisciplinary Optimization, 55(6), 2131-2141.

Sokołowski, J. and ˙Zochowski, A. (1999), On the topological derivative in shape optimization. SIAM Journal on Control and Optimization, 37(4), 1251-1272.

Anais do XXI ENMC – Encontro Nacional de Modelagem Computacional e IX ECTM – Encontro de Ciˆencias e Tecnologia de Materiais,

Referências

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