Determination of the density in a nonlinear elastic wave equation
Abstract.
This is a continuation of our study [41] on an inverse boundary value problem for a nonlinear elastic wave equation. We prove that all the linear and nonlinear coefficients can be recovered from the displacement-to-traction map, including the density, under some natural geometric conditions on the wavespeeds.
Key words and phrases:
elastic waves, inverse boundary value problem, quasilinear equation, Gaussian beams1. Introduction
Let be a bounded domain with smooth boundary . Denote to be the Cartesian coordinates. Here represents an elastic, nonhomogeneous, isotropic object with Lamé parameters and density . We take into account the nonlinear behavior of elastic medium in this article. Let the vector be the displacement vector, and the (nonlinear) strain tensor is
We consider the nonlinear model of elasticity as in [11], whereas the stress tensor is of the form,
(1) |
where is the linearized strain tensor
For the rest of the paper, we will just discard the terms in (1).
We consider the initial boundary value problem
(2) |
where is of the form (1). Denote the displacement-to-traction map as
where is the exterior normal unit vector to . We consider the inverse problem of determining from . The well-posedness of the Dirichlet problem with small boundary data is established in [11].
Closely related is the inverse boundary value problem for the linear elastic wave equations
(3) |
for which one wants to recover from the (linearized) Dirichlet-to-Neumann (DtN) map defined as
Here is the linearized stress
Throughout the paper, we assume the strong ellipticity condition
(4) |
Denote
which are actually the wavespeeds for P- and S- waves respectively. By the assumption (4), we have in . Denote the Riemannian metrics associated with the - wavespeeds to be
where is the Euclidean metric. Now, one can consider as a compact Riemannian manifold with boundary , where .
We assume that is non-trapping and is convex with respect to the metric . Denote be the diameter of with respect to . More precisely,
The main result of this paper is the following theorem.
Theorem 1.
Assume is strictly convex with respect to , and either of the following conditions holds
-
(1)
is simple;
-
(2)
satisfies the foliation condition.
If , then determines in uniquely.
Assume is a compact Riemannian manifold with strictly convex boundary . We recall that (1) called to be simple if any two points can be connected by a unique geodesic, contained in , depending smoothly on and . (2) satisfies the foliation condition if there is a smooth strictly convex function . For more discussions on the foliation condition, we refer to [27]. We emphasize here that either of the two geometrical conditions implies that is non-trapping. The foliation condition is satisfies if the manifold has negative sectional curvatures, or non-positive sectional curvatures if the manifolds is simply connected. The foliation condition allows for conjugate points.
For the inverse boundary value problem for the linear elastic wave equation (3), the uniqueness of the wavespeeds , under the above two geometrical conditions, is proved in [29, 35] respectively. The problem is reduced to the lens rigidity problem for a Riemannian metric which is conformally Euclidean. The related lens rigidity problem is solved under the simplicity condition in [25] and under the foliation condition in [34]. To recover simultaneously, the uniqueness of needs to be proved additionally. For the uniqueness of the density, the problem can be reduced to the geodesic ray transform of a 2-tensor using P-wave measurements (cf. [30, 6]), but this reduction requires a technical assumption . The -injectivity of this geodesic ray transform is proved under the strictly convex foliation condition [36]. Under simplicity condition, the -injectivity is proved under extra curvature conditions [33, 10, 26].
In our previous work [41], we proved the uniqueness of assuming are known. For the uniqueness of , extra conditions are needed if one resorts to the result for the linear equation as mentioned above. In this paper, we will utilize the nonlinearity to show the uniqueness of , without any additional assumptions.
The proof is based on the construction of Gaussian beam solutions. Compared to our previous work [41], since now the density is not known, the reflection of waves at the boundary is hard to control. We remark here that elastic waves would undergo a mode conversion when reflected. We refer to the work [37] for this reflection behavior. The reflection of Gaussian beam solutions is carefully characterized below in Section 3.
The nonlinear interaction of distorted planes was first used in [21] to recover a Lorentzian metric in a semilinear wave equation. Since then, many inverse problems for nonlinear hyperbolic equations have been studied. See [40] for a review. We also refer to [24, 11, 39, 15, 41, 20, 43, 8, 7, 32, 23, 22, 2, 4, 31, 17, 16, 42, 9] and the references therein.
2. Gaussian beams
In this section, we construct Gaussian beam solutions to the linear elastic wave equation
Much of the work has been carried out in [41]. Gaussian beams have also been used to study various inverse problems for both elliptic and hyperbolic equations [19, 3, 5, 12, 13, 15, 14]. For the construction, we need to introduce the Fermi coordinates.
2.1. Fermi coordinates
Denote
and consider as a Lorentzian manifold with metric , where or . We can extend smoothly to a slightly larger domain , such that , and consider the Lorentzian manifold .
Consider a null-geodesic in . Notice that can be expressed as , where is a unit-speed geodesic in the Riemannian manifold . Assume that passes through two boundary points and of , where , and . We assume , by extending it if necessary, and introduce the Fermi coordinates in a neighborhood of . We will follow the construction of the coordinates in [13]. See also [20], [39].
Assume where . Choose such that forms an orthonormal basis for . Let denote the arc length along from . We note here that can be positive or negative, and . For , let be the parallel transport of the vector along to the point .
Define the coordinate system through :
Then the null-geodesic can be expressed as
Notice that gives a coordinate system on in a neighborhood of such that
Under this coordinate system, the Euclidean metric in a neighborhood of takes the form
and the Christoffel symbols for the Euclidean metric are given by
(5) |
where .
Introduce the map , where
The Fermi coordinates near is given by , where . Denote . Then on we have
2.2. Gaussian beams
With as a large parameter, the Gaussian beam solutions have the asymptotic form as
with
which is compactly supported in a neighborhood of ,
Here is a small parameter. For each , and are complex valued homogeneous polynomials of degree with respect to the variables , . The smooth function satisfies for and for . We refer to [15] for more details. Under the coordinates on , we denote the (co)vector . The parameter is small enough such that .
In the following calculations, we work under the coordinate system on the Riemannian manifold . That is, all the inner products and covariant derivatives are with respect to the Euclidean metric . For simplicity of notations, we denote , and , . In a neighborhood of , we can write (cf. [41])
(6) |
where
and
We will need to construct the phase function and the amplitude such that
(7) |
for with and .
2.3. S-waves
For the construction of S-waves, we note that . In order for to vanish up to order on (cf. (7) with ), we take and such that
(8) |
where , and
(9) |
for any . Taking in (9), we conclude that .
For the construction of the phase function , we can take
such that
where is a symmetric matrix solving the Riccati equation
(10) |
where , are matrices with , , , , , , is any given symmetric matrix with . Here is the inverse of the Lorentzian metric under the Fermi coordinates , i.e., . Then the equation (10) has a unique solution with for all .
For solving the Ricatti equation (10), we take
where and are solutions to the first order linear ODEs
where is any non-degenerate matrix. Here is non-degnerate for all . Moreover, the following identity holds
where is a constant independent of . For more discussions on the Ricatti equation, we refer to [18].
The higher order terms , can be constructed so that (8) is satisfied (cf. [13, 15]).
Next consider the equation for . We have, for ,
Notice that the above equation can be rewritten as
(11) |
where
Consider the equation (9) with , we have
(12) |
for . Insert (12) (with ) into (11), together with the fact , we have the following transport equation for , ,
By solving the above transport equation, one can determine for . In particular we can take
where the constant depends on the initial value of . Using the equation (12) again, we can now determine for .
Noting that we have determined and on and using the equation , we end up with
which further simplifies to
(13) |
Notice that . We will also use equation (9) with , which can be written as
(14) |
Next use the equation
for and and substitute and using (13) and (14), we end up with a transport equation on
(15) |
Here is a matrix depending on and . Solving the above transport equation, one can determine for any and . Using (13) and (14) again, we can determine and .
Now we have already determined on , . Then we can use the equations
to determine for .
Continuing with the process, we can have (7) satisfied, and finish our construction of Gaussian beam solutions for S-waves.
2.4. P-waves
For the construction of P-waves, we take such that
for any , where . The phase function can be constructed similarly as for the S-waves. Now we denote .
First consider the equation for . We obtain
We have proved in [41] that
since is constant along . Using the fact that , the above equation can be rewritten as a transport equation
where
Then can be determined by solving this transport equation. In particular, we can take
where the constant depends on the initial value of .
Using the equation with , we end up with
(16) |
for . Notice that . Next use the equation
for and and substitute , using (16), we end up with a transport equation
(17) |
Solving the above transport equation, one can determine for any . Using (16) again, we can determine for .
Similar as the construction for S-waves above, we can finish the construction of the P-wave Gaussian beam solutions such that (7) is satisfied.
3. Gaussian beams with reflections
We will discuss the reflection of Gaussian beams at the boundary in this section. The reflection condition we considered here is the traction-free boundary condition, which is natural in practice. The reflection of (real) geometric optics solutions is analyzed in [37]. We only give detailed characterization for the case where the boundary is locally flat, and non-flat case will not require much more work by flattening it [37]. Assume near a fixed point , is locally expressed as and is represented as . We are looking for as a sum of two solutions , where is the incident wave and is the reflected wave generated by hitting the boundary. We remark here that the reflected wave can undergo further reflections, and after multiple reflections the behavior of the waves would become very complicated, but we only need to discuss single reflection.
3.1. P- incident waves
We first consider the case when the incident wave is a P-wave. The reflected wave is a combination of P- and S- waves. Assume the incident wave
is a Gaussian beam traveling along the null-geodesic as constructed as in Section 2.4, and intersects with the boundary at the point . We seek for reflected waves as
(18) |
where are also Gaussian beam solutions representing P- and S- waves respectively. Here . The reflected wave is generated such that satisfies the Neumann boundary condition
up to order , at the point .
Assume , , , where and , . By Snell’s law, we have
To simplify the notation, we denote
The phase functions and can be constructed as in previous section such that at up to order . Then note that we have the following asymptotics
where . We need
(19) |
By calculation, we obtain
Using the fact
we have
(20) |
Considering also the identity
(21) |
we have the following equations at point :
and
The equations above can be formulated into the following linear system for at :
(22) |
Lemma 1.
The matrix is invertible.
Proof.
To see that the matrix is invertible, without loss of generality, we assume . Consider the homogeneous equation
(23) |
By the last equation, we can assume that
where
The homogeneous equation simplifies into
where
One immediately obtain that . Then we only need to consider the matrix
whose determinant is
This is because that , which in turn yields
This shows that the equation (23) has has only zero solutions, and therefore is invertible. ∎
By the above lemma, we can solve the linear system (22) to determine at the point .
Next, we determine the tangential derivatives of at . Use the fact that needs to be satisfied up to order at , that is , for , . Let us first consider, for example, . Taking the first order derivative in of (20) and (21), we obtain a linear system
Here and below we suppress the dependence of on and (as well as their derivates).
Because the matrix is invertible, we can determine at the point . Continue with this process, one can determine for any , .
Next, consider the determination of and at the point . Notice that
(24) |
Note that the full first-order derivatives of at point , (not only the derivatives in ), are determined since the transport equations for and are satisfied. The equation can be rewritten as
(25) |
where have already been computed in the previous steps. Now, we have equations for the unknowns. The extra equations come from equations (13) and (16), which can be rewritten as
(26) |
and
(27) |
Using (27), we can reduce the linear system (25) to
where . Together with (26), we now have a system
By Lemma 1, the matrix is invertible. Then, at point can be determined.
To determine the first order derivative (for example in ) of and at , we take the derivative of (25), and also use the equations
which come from (more precisely, for P-wave, and for S-wave). Consequently, we end up with a linear system as
By similar consideration as above, this linear system is solvable, and thus we can determine at .
Continuing with this process, we can determine and for any and . Now we finish the construction of the reflected waves.
3.2. S- incident waves
In this section, we assume that the incident wave is S-wave, i.e.,
We construct reflected waves given by (18). Denote
where
(28) |
Then the phase functions satisfy
First we consider the important case, for which , so that is real and there is no evanescent wave. The reflected P- and S- waves are both progressing waves. The equation would give a system
where
The matrix is invertible. Therefore, similar as in previous section, we can determine and for any and .
Evanescent waves. Now we consider the case In this case, is taken by
To be consistent with the formula (28), we can choose the square root function such that for . Then , and we can then construct in a neighborhood of such that . Then for and consequently
near in . Then we can construct of the form (18) in a neighborhood of such that
and now is compactly supported in a neighborhood of . We also refer to [37] for a discussion on evanescent waves.
3.3. Full Gaussian beam asymptotic solutions
Now it is clear to see how to construct Gaussian beam solutions to the linear elastic wave equation incorporating all reflections at the boundary .
Assume be a unit speed null-geodesic in , with endpoints . Let be a neighborhood of . Assume that . If is a forward null-geodesic then , if is a backward null-geodesic then .
Fix and , by above discussions, we can take large enough and construct asymptotic solutions such that
the boundary values of satisfy
Actually, , where the incident wave is compactly supported in a neighborhood of . We remark here that is a Gaussian beam starting from , and is generated by the reflection of the incident wave at and subsequent reflections.
4. Proof of the main theorem
4.1. Second order linearization of the displacement-to-traction map
We first summarize the second order linearization of the displacement-to-traction map carried out in [41]. We also refer to [21, 24, 17] for the use of higher order linearization in the study of inverse problems for nonlinear equations.
Take small enough, and let be the solution to the initial boundary value problem (2) with boundary value , then has the asymptotic expansion
Here are solutions to the linearized equation
(29) |
and is the solution to the equation
(30) |
where comes from the second order term of in ,
(31) |
We define the linear map
and the bilinear map
Here vanish near . We remark here that formally
Therefore, we can recover from .
Assume that solves the initial boundary value problem for the backward elastic wave equation
(32) |
Using integration by parts, we have (cf. [41])
(33) |
where
(34) |
Linearized traction-to-displacement map. Let be the solution to the initial boundary value problem with Neumann boundary value
(35) |
where is supported away from . Denote the Neumann-to-Dirichlet map
It is clear to see that
Let be solution to (35) with , and be solution to the following initial boundary value problem
(36) |
Denote then
Assume solves the initial boundary value problem for the backward elastic wave equation
(37) |
Using integration by parts, we calculate
(38) |
Note that
Therefore, for the rest of the paper, we only need to consider the problem of recovering the parameters from and .
Now assume that is the displacement-to-traction map associated with , and is the displacement-to-traction map associated with . Our goal is to prove that implies
4.2. Uniqueness of the wavespeeds
Now assume (or equivalently ) and denote
and similarly
For the uniqueness of the two wavespeeds, we summarize the results in [29], [35] in the following proposition.
Proposition 1.
Assume that and , where , satisfy either of the following two conditions
-
(1)
is simple;
-
(2)
satisfies the strictly convex foliation condition.
Then implies that
(39) |
From now on we assume the equality (39) to hold, and therefore for . We only need to work with the metrics in the following.
4.3. An integral identity
Fix large enough. By previous section, we can construct and such that
(40) |
where , , and and are Gaussian beam solutions concentrating near a null-geodesic in . Furthermore we have
Since , we know that jets of and at are equal (cf. [28]). Therefore we can denote
Also we can extend and smoothly to such that on . By the constructions in Section 2, we can arrange the boundary values of and such that
(41) |
We refer to [16] for more details.
Let . Then one can construct solutions and to
(42) |
and
(43) |
To be more precise, we construct above solutions such that
where and satisfy
(44) |
and
(45) |
By (40) and (41), one can obtain
using standard theory for linear hyperbolic systems. Take large enough, then if we can use Sobolev imbedding to have
We note also that
Let be a null-geodesic, and construct Gaussian beam solutions and , whose incident waves and concentrate near , where is a constant. Then we construct and , be solutions to (42) and (43) with . Also, let be a backward null-geodesic, and construct Gaussian beam solution , , whose incident waves and concentrate near . Then let and construct exact solutions , to the backward elastic wave equations
(46) |
and
(47) |
Then we carry out the second order linearization of traction-to-displacement map (and ), the identity
yields
and using (38) we obtain
(48) |
In the following, for the sake of simplicity we denote
where . If the support of is equal to the support of (which is the case in the following proof), we have (see [41] for more details)
(49) |
where
(50) |
and
with
4.4. Construction of S-S-P waves
We first introduce the notation
where .
Fix a point and take . Take be a null-geodesic in for , and be a backward null-geodesic in , satisfying the following conditions:
-
(1)
intersect at , that is
-
(2)
denote , then , such that
with not equal to zero at the same time, and are linearly independent.
Since is non-trapping and is convex with respect to , we can choose and such that
-
•
, as a geodesic in , has no conjugate points on it;
-
•
, as a geodesic in , has no conjugate points on it.
For given, the vector can be chosen in the following way (see also [11]). Take , . We write , , , . Then we have
Then, we have and . Then we consider the vector of the form , . Without loss of generality, we take . In order for to be in and are linearly independent, we need
The above equation, by simple calculation, is equivalent to
Since , the above equation always has a solution
Then we get a vector .
Assume is a null-geodesic with endpoints on , we extend to a (collection of) broken null-geodesics in the following inductive way. If is a null-geodesic in joining two boundary boundary points and with , then add the segments and to , where
-
•
is a null-geodesic in connecting two boundary points and , with and ;
-
•
is a null-geodesic in connecting two boundary points and , with and .
Following the above procedure, we extend and to and , and extend backward to . Notice that
Since has no conjugate points, and intersect only at . Because is length-minimizing (w.r.t. the metric ) for any two points on it and , so can not intersect . In conclusion, we know that intersect only at the point , that is,
Now, construct , as in Section 4.3. Consider first, we can write
for , where is a Gaussian beam solution concentrating near . We have similar expressions for . We note that represent two incident S-waves, represents an incident P-wave. By the above consideration, the solutions can be constructed such that the intersection of the supports of is a small neighborhood of . By the constructions in Section 2, we have
where is a parallel vector field on , which is normal to , for . We can, without loss of generality, assume that
with , , and .
With the above choice of we have (cf. [41, Lemma 4])
-
(1)
;
-
(2)
;
-
(3)
for in a neighborhood of , where is a constant,
where is defined in (50). Substituting these solutions into (48), and using the method of stationary phase, we end up with (cf. (49))
with some constant . Letting , we have
(51) |
We refer to [41] for more details.
4.5. Determination of and
We assume and . Since , . Now we compute
Assume that
then
Thus we have
Similarly, if we replace by in the above procedure, and notice that and are Gaussian beam solutions along the same null-geodesic , we have
Then have
Consequently, we have the following identity from (51),
By varying in the above identity, we end up with
(52) |
Since is an arbitrary point in , and have
4.6. Determination of
4.7. Determination of
For the final step, we can apply the result in [41] to obtain
by inverting a Jacobi-weighted ray transform of the first kind on . See also [1] for more details.
Invertibility of this kind of weighted ray transform is proved in [14] under the no conjugate points assumption.
Now assume that satisfies the the foliation condition. Recall that is strictly convex with respect to . Let be a defining function of , such that in , in , and vanishes non-degenerately on . For any , there exists a function with , , such that for small enough, has no conjugate points. Then the above Jacobi-weighted ray transform is invertible on . A layer stripping scheme can be used to derive global invertibility [38, 27].
References
- [1] S. Acosta, G. Uhlmann, and J. Zhai. Nonlinear ultrasound imaging modeled by a westervelt equation. SIAM Journal on Applied Mathematics, 82(2):408–426, 2022.
- [2] T. Balehowsky, A. Kujanpää, M. Lassas, and T. Liimatainen. An inverse problem for the relativistic boltzmann equation. Communications in Mathematical Physics, 396(3):983–1049, 2022.
- [3] G. Bao and H. Zhang. Sensitivity analysis of an inverse problem for the wave equation with caustics. Journal of the American Mathematical Society, 27(4):953–981, 2014.
- [4] A. S. Barreto and P. Stefanov. Recovery of a general nonlinearity in the semilinear wave equation. arXiv preprint arXiv:2107.08513, 2021.
- [5] M. Belishev and A. Katchalov. Boundary control and quasiphotons in the problem of reconstruction of a Riemannian manifold via dynamic data. Journal of Mathematical Sciences, 79(4):1172–1190, 1996.
- [6] S. Bhattacharyya. Local uniqueness of the density from partial boundary data for isotropic elastodynamics. Inverse Problems, 34(12):125001, 2018.
- [7] X. Chen, M. Lassas, L. Oksanen, and G. P. Paternain. Detection of hermitian connections in wave equations with cubic non-linearity. Journal of the European Mathematical Society, 24(7):2191–2232, 2021.
- [8] X. Chen, M. Lassas, L. Oksanen, and G. P. Paternain. Inverse problem for the yang–mills equations. Communications in Mathematical Physics, 384:1187–1225, 2021.
- [9] X. Chen, M. Lassas, L. Oksanen, and G. P. Paternain. Retrieving yang–mills–higgs fields in minkowski space from active local measurements. arXiv preprint arXiv:2204.12776, 2022.
- [10] N. S. Dairbekov. Integral geometry problem for nontrapping manifolds. Inverse Problems, 22(2):431, 2006.
- [11] M. de Hoop, G. Uhlmann, and Y. Wang. Nonlinear interaction of waves in elastodynamics and an inverse problem. Mathematische Annalen, 376(1-2):765–795, 2020.
- [12] D. Dos Santos Ferreira, Y. Kurylev, M. Lassas, and M. Salo. The Calderón problem in transversally anisotropic geometries. Journal of the European Mathematical Society, 18(11):2579–2626, 2016.
- [13] A. Feizmohammadi, J. Ilmavirta, Y. Kian, and L. Oksanen. Recovery of time dependent coefficients from boundary data for hyperbolic equations. J. Spectr. Theory, 11(3):1107–1143, 2021.
- [14] A. Feizmohammadi and L. Oksanen. An inverse problem for a semi-linear elliptic equation in riemannian geometries. Journal of Differential Equations, 269(6):4683–4719, 2020.
- [15] A. Feizmohammadi and L. Oksanen. Recovery of zeroth order coefficients in non-linear wave equations. Journal of the Institute of Mathematics of Jussieu, 21(2):367–393, 2022.
- [16] P. Hintz, G. Uhlmann, and J. Zhai. The dirichlet-to-neumann map for a semilinear wave equation on lorentzian manifolds. Communications in Partial Differential Equations, 47(12):2363–2400, 2022.
- [17] P. Hintz, G. Uhlmann, and J. Zhai. An inverse boundary value problem for a semilinear wave equation on lorentzian manifolds. International Mathematics Research Notices, 2022(17):13181–13211, 2022.
- [18] A. Kachalov, Y. Kurylev, and M. Lassas. Inverse boundary spectral problems. CRC Press, 2001.
- [19] A. Katchalov and Y. Kurylev. Multidimensional inverse problem with incomplete boundary spectral data. Communications in Partial Differential Equations, 23(1-2):27–59, 1998.
- [20] Y. Kurylev, M. Lassas, L. Oksanen, and G. Uhlmann. Inverse problem for Einstein-scalar field equations. Duke Math. J., 171(16):3215–3282, 2022.
- [21] Y. Kurylev, M. Lassas, and G. Uhlmann. Inverse problems for Lorentzian manifolds and non-linear hyperbolic equations. Inventiones mathematicae, 212(3):781–857, 2018.
- [22] M. Lassas, T. Liimatainen, L. Potenciano-Machado, and T. Tyni. Uniqueness and stability of an inverse problem for a semi-linear wave equation. arXiv preprint arXiv:2006.13193, 2020.
- [23] M. Lassas, T. Liimatainen, L. Potenciano-Machado, and T. Tyni. Stability estimates for inverse problems for semi-linear wave equations on lorentzian manifolds. arXiv preprint arXiv:2106.12257, 2021.
- [24] M. Lassas, G. Uhlmann, and Y. Wang. Inverse problems for semilinear wave equations on Lorentzian manifolds. Communications in Mathematical Physics, 360(2):555–609, 2018.
- [25] R. G. Muhometov and V. G. Romanov. On the problem of finding an isotropic riemannian metric in an n-dimensional space. In Doklady Akademii Nauk, volume 243, pages 41–44. Russian Academy of Sciences, 1978.
- [26] G. P. Paternain, M. Salo, and G. Uhlmann. Invariant distributions, Beurling transforms and tensor tomography in higher dimensions. Mathematische Annalen, 363(1-2):305–362, 2015.
- [27] G. P. Paternain, M. Salo, G. Uhlmann, and H. Zhou. The geodesic X-ray transform with matrix weights. American Journal of Mathematics, 141(6):1707–1750, 2019.
- [28] L. Rachele. Boundary determination for an inverse problem in elastodynamics. Communications in Partial Differential Equations, 25(11-12):1951–1996, 2000.
- [29] L. Rachele. An inverse problem in elastodynamics: uniqueness of the wave speeds in the interior. Journal of Differential Equations, 162(2):300–325, 2000.
- [30] L. Rachele. Uniqueness of the density in an inverse problem for isotropic elastodynamics. Transactions of the American Mathematical Society, 355(12):4781–4806, 2003.
- [31] A. Sá Barreto and P. Stefanov. Recovery of a cubic non-linearity in the wave equation in the weakly non-linear regime. Communications in Mathematical Physics, 392(1):25–53, 2022.
- [32] A. Sá Barreto and Y. Wang. Singularities generated by the triple interaction of semilinear conormal waves. Analysis & PDE, 14(1):135–170, 2021.
- [33] V. A. Sharafutdinov. Integral geometry of a tensor field on a manifold with upper-bounded curvature. Sibirskii Matematicheskii Zhurnal, 33(3):192–204, 1992.
- [34] P. Stefanov, G. Uhlmann, and A. Vasy. Boundary rigidity with partial data. Journal of the American Mathematical Society, 29(2):299–332, 2016.
- [35] P. Stefanov, G. Uhlmann, and A. Vasy. Local recovery of the compressional and shear speeds from the hyperbolic DN map. Inverse Problems, 34(1):014003, 2017.
- [36] P. Stefanov, G. Uhlmann, and A. Vasy. Inverting the local geodesic x-ray transform on tensors. Journal d’Analyse Mathematique, 136(1):151–208, 2018.
- [37] P. Stefanov, G. Uhlmann, and A. Vasy. The transmission problem in linear isotropic elasticity. Pure and Applied Analysis, 3(1):109–161, 2021.
- [38] G. Uhlmann and A. Vasy. The inverse problem for the local geodesic ray transform. Inventiones mathematicae, 205(1):83–120, 2016.
- [39] G. Uhlmann and Y. Wang. Determination of space-time structures from gravitational perturbations. Communications on Pure and Applied Mathematics, 73(6):1315–1367, 2020.
- [40] G. Uhlmann and J. Zhai. Inverse problems for nonlinear hyperbolic equations. Discrete & Continuous Dynamical Systems: Series A, 41(1), 2021.
- [41] G. Uhlmann and J. Zhai. On an inverse boundary value problem for a nonlinear elastic wave equation. Journal de Mathématiques Pures et Appliquées, 153:114–136, 2021.
- [42] G. Uhlmann and Y. Zhang. Inverse boundary value problems for wave equations with quadratic nonlinearities. Journal of Differential Equations, 309:558–607, 2022.
- [43] Y. Wang and T. Zhou. Inverse problems for quadratic derivative nonlinear wave equations. Communications in Partial Differential Equations, 44(11):1140–1158, 2019.