1. Introduction
The
displacement problem (classically known as the
Dirichlet problem) in linear elastostatics consists of finding solutions to the differential system [
1]
In (
1)
is a bounded domain of
, standing for the reference configuration of a linearly elastic body whose unknown displacement field
we are looking for, supposing it is assigned on the boundary
through condition (
1)
. Concrete examples of displacement problems can be found, for example, in [
2], Chapter XIV. Using the components, (
1) can be written as
where
is the derivative with respect to
and, hereafter, the summation over repeated indexes is understood. We suppose that the elasticity tensor
, representing the material properties of the body, is independent of the point (or, in other words, that the body is homogeneous). Recall that
is a fourth-order tensor, that is, it is a linear map from Lin to Sym, where Lin is the linear space of all second–order tensors and Sym is its subspace of symmetric tensors, such that
for all skew tensors
. We require that
is
symmetric (or, in other words, that the body is
hyperelastic), that is,
Furthermore, we require that it is
strongly elliptic, that is,
Hereafter, we say that is of class () if for every there is a neighborhood of (on ) which is the graph of a function of class . Moreover, , , is the Sobolev space of all such that ; is the completion of with respect to and , , is its dual space; is the trace space of and is its dual space.
If
is of class
(
) and
,
, then (
1) has a unique solution
and natural estimates hold (see [
3,
4,
5,
6,
7]). This result also holds when the elastic body is subjected to a body force, that is, if in place of (
1)
we consider the system
with
.
As, in applications, the boundary data are often represented by singular fields, it is undoubtly interesting to investigate problem (
1) when
satisfies weaker regularity hypotheses.
Using the theory of layer integral equations (see [
8], Chapters 2/3 and [
2], Chapters IV/V) and the Fredholm alternative (see
Section 2), we prove (in Theorem 1) that if
, then (
1) has a solution,
, expressed by a simple layer potential and, thus, taking the boundary value in a well-defined sense. Moreover, it is unique in a reasonable function class. The result also holds for exterior domains (see Theorem 2).
To obtain these results, we recall some established facts about simple layer potentials associated to the system (
1)
.
2. The Simple Layer Potentials
For every
, the field
where
is the fundamental solution to (
1)
(see, e.g., [
9], Chapter III), defines the
simple layer potential with
density . Recall that (see, e.g., [
2,
8])
is an analytical solution of (
1)
in
and inherits from
the following asymptotic behavior
If
, then
with
c independent of
, and the following limit exists
for almost all
and axis
in a ball tangent to
at
.
The map
defined by (
7) and representing the trace of the simple layer potential with density
, is continuous, so that
for some constant
c depending only on
, and
. Moreover,
can be extended to a linear and continuous operator
which coincides with the adjoint of
and defines the trace of the simple layer with density
:
In (
10) and hereafter, we use the notation
to denote the duality pairing
between
f and
; that is, the value of the functional
f belonging to (for instance)
at
.
In the next section, we will prove the existence of a solution to (
1) with singular boundary values by making use of the Fredholm alternative—we recall for the sake of completeness—applied to a suitable functional equation translating the boundary value problem (
1).
If
and
are two Banach spaces and
,
are their dual spaces, a linear and continuous map
is said to be
Fredholmian if its range is closed and
, where
is the adjoint of
. The classical
Fredholm alternative (see [
10], Chapter 5) assures us that the equation
has a solution if and only if
Moreover, the equation
has a solution if and only if
3. Existence and Uniqueness of Solutions to (1) with Singular Data
We are in a position to prove the following existence and uniqueness theorem for the displacement problem (
1) with non-regular boundary data. To this end, we need the following result (Theorem 1 in [
11]).
Lemma 1. Let Ω be a bounded domain of class . The operator is Fredholmian and .
Theorem 1. Let Ω be a bounded domain of class . If , , then, (1) has a solution expressed by a simple layer potential with density . It satisfies the estimateand is unique in the class of all such thatfor all , where denotes the unit normal to (exterior with respect to Ω) and is the solution of Proof. In order to prove the existence of a solution to (
1) in the form of a simple layer potential
, we have to require that the boundary condition (
1)
is met. Thus, in terms of the operator
, we have to analyse the functional equation
By virtue of Lemma 1, (
15) has a solution
and the field
is a solution to (
1) which is
in
and satisfies (
1)
in the sense of (
15). Let
be a regular sequence on
which converges to
strongly in
. Let
be the solution of (
1) with datum
:
By (
11)
converges to
strongly in
. Let consider the scalar product of (
14)
and
and the scalar product of (
16)
and
. Taking into account the boundary conditions (
14)
and (
16)
, then integrating by parts twice gives
and
As
is symmetric, from (
17) and (
18), we obtain
By the trace theorem and well-known estimates for the solutions of system (
14), we obtain
Hence, by letting
in (
19) we obtain (
13) and (
12) by a duality argument. □
We can also consider the problem
where
in now an exterior domain of
, that is,
, with
a bounded domain (see, e.g., [
12,
13,
14]). This problem is very intriguing in applications, where one has to consider, for example, the deformations of an elastic body with some holes (defects).
With a proof analogous to the above one for bounded domains, we obtain the following result.
Theorem 2. Let Ω be an exterior domain of class . If , with , then (21) has a solution expressed by a simple layer potential with density . It satisfies the estimateand is unique in the class of all such thatfor all , where denotes the unit normal to (exterior with respect to ) and is the solution of Proof. First of all, we observe that Lemma 1 also holds for exterior domains (Theorem 1 in [
11]). Thus, we can apply the Fredholm alternative again, obtaining a solution
to (
15) and the corresponding solution
to (
21). Then, with the analogous meaning of
and
, in place of (
17) and (
18), we get
and
where
is a ball of sufficiently large radius
R containing
and
is the unit normal to its boundary
. By virtue of (
2), we obtain
Taking into account the asymptotic behavior of and , we obtain the thesis by first letting , and then . □
4. Conclusions
In this paper, existence and uniqueness theorems for the displacement problem of linear elastostatics with singular data are proved for three-dimensional bounded and exterior domains of class . The difficulty of the problem lies in defining the attainability of the boundary datum, which belongs to a space of non-regular fields (namely, , ). The proofs of the theorems make use of the theory of layer integral equations, of the existence and uniqueness results for regular data and of the analysis of the trace operator associated to the simple layer potentials.
As far as the two-dimensional case is concerned, the situation is more involved (also for regular data) because of the behavior of the fundamental solution (
). As pointed out in [
15] (see also [
16]), in this case, the search for a solution in the form of a simple layer potential
could not lead to existence and uniqueness for degenerate-scale problems. To overcome this difficulty, one may search for the solution in the form of a sum
, with
constant and
[
15]. This could be the starting point for further research into existence and uniqueness with singular data in two-dimensional domains.