1. Introduction
Besides existence and uniqueness results, convergence results represent an important topic in Functional Analysis and Numerical Analysis, as well as Differential and Partial Differential Equations Theory. They are important in the study of mathematical models that occur in Mechanics and Engineering Sciences. References in the field include [
1,
2,
3].
For all these reasons, a considerable effort was undertaken to obtain convergence results in the study of various mathematical problems, including nonlinear equations, inequality problems, fixed point problems, and optimization problems. Most of the convergence results obtained in the literature provide sufficient conditions that guarantee that a given sequence converges to the solution of the corresponding problem, denoted hereafter as . In other words, these results do not describe all the sequences that have this property. Therefore, we naturally consider the following problem.
Problem 1 (). Provided a metric space , Problem , which has a unique solution , provides necessary and sufficient conditions that guarantee the convergence of an arbitrary sequence to the solution u.
In other words, Problem provides a convergence criterion to the solution of Problem .
Note that the solution of Problem
depends on the structure of the initial problem
, which cannot be provided in this abstract framework and requires additional assumptions. The results after solving Problem
were obtained in [
4], where
represented a variational inequality and a minimization problem.
Stationary and evolutionary inclusions represent an important topic that arises in the study of nonsmooth problems with multivalued operators. They are closely related to the study of variational inequalities, hemivariational inequalities, and fixed point problems, as explained in [
2,
5,
6], as well as in recent papers [
7,
8]. Moreover, they can be used in the analysis of various mathematical models that describe the contact of a deformable body with an obstacle, the so-called foundation. A reference in this field is the book [
3], which includes results on the well-posedness of stationary and history-dependent inclusions, together with some applications in contact mechanics.
In this current paper, we continue our research in [
4] regarding the study of Problem
by considering a case when
is an inclusion problem of the form
In this paper,
K is a nonempty subset of a real Hilbert space
X,
represents the outward normal cone of
K,
is a nonlinear operator, and
. Our study is motivated by possible applications in solid and contact mechanics, among others. Indeed, a large number of constitutive laws in nonlinear elasticity and plasticity can be cast in the form (
1), as well as a number of mathematical models that describe the contact of a deformable body with a foundation. We provide such examples in the last two sections of the current paper. Moreover, we refer the reader to [
9], as well as to the recent book [
3], where inclusions of the form (
1) have been considered, together with various applications in contact mechanics.
The current manuscript is structured in several sections, as follows. In
Section 2, we introduce some preliminary material. Then, in
Section 3, we state and prove our main result, Theorem 2. Next, in
Section 4, we apply Theorem 2 in order to deduce the continuous dependence of the solution with respect to the data and to obtain a convergence result for an associated penalty problem. In
Section 5, we use these convergence results in the study of a specific inclusion problem, which describes the frictional contact of an elastic body with a foundation. In
Section 6 we provide an application of the abstract results, obtained
Section 4, in the study of two elastic constitutive laws. We conclude the results in
Section 5 and
Section 6 with various mechanical interpretations. Finally, in
Section 7, we present some concluding remarks.
2. Preliminaries
Most of the preliminary results we present here can be found in many books or surveys. For the convenience of the reader, these are the books [
10,
11,
12,
13,
14]. There, details on the framework and notation we used, as well as additional results from the field, can be found.
Throughout this paper, unless otherwise specified, we use the functional framework described in Introduction. Therefore,
X represents a real Hilbert space endowed with the inner product
and its associated norm
. The set of parts of
X is denoted by
, and the notations
and
represent the zero element and the identity operator of
X, respectively. All of the limits below are considered as
, even if we do not mention it explicitly. We used the symbols “⇀" and “→" for weak and strong convergence in various spaces, respectively, which will be specified, except in the case when the convergences takes place in
. For sequence
, which converges to zero, we use the simple notation
. Finally, we denote by
the distance between the element
and the set
K, that is
We now recall the following definition.
Definition 1. Let be a sequence of nonempty subsets of X and let K be a nonempty subset of X. We say that the sequence converges to K in the sense of Mosco ([15]) and we write , if the following conditions hold: - (a)
for each , there exists a sequence , such that for each and in X;
- (b)
for each sequence , such that for each and in X, we have .
In Problem (
1), we consider the following assumptions using the data.
Recall that in (
1) and below,
is the outward normal cone of
K in the sense of convex analysis and
represents the projection operator on
K. Then, the following equivalences hold, for all
:
Note that (
6) represents the definition of the outward normal cone on
K and (
7) represents the so-called variational characterization of the projection. Therefore, using (
6), it follows that
This equivalence will be repeatedly used in the rest of the manuscript. Moreover, recall that the projection operator is monotone and nonexpansive, that is,
In addition, using assumption (
3), we deduce that for each
, the following equality holds:
On the other hand, it is well known that conditions (
4) implies that the operator is invertible; moreover, its inverse
is a strongly monotone Lipschitz continuous operator with constants
and
, respectively. A proof of this result can be found in [
16]. Therefore, under assumption (
4), the following inequalities hold:
We now recall the following existence and uniqueness result.
Theorem 1. Assume (3)–(5). Then, a unique element exists, such that (1) holds.
Theorem 1 was proven in [
9] using a fixed point argument. There, various convergence results to the solution of this inclusion have been proven and an example arising in Contact Mechanics has been presented.
We now proceed with the following elementary result, which will be used in the next section.
Proposition 1. Let K be a nonempty closed convex subset of X and let . Then, for each , the solution of the inclusion (1) is provided by In addition, if K is a closed ball with a radius of 1 centered at , then The proof of Proposition 1 can be found in [
3], based on equivalences (
6) and (
7).
Note that the solution of the inclusion (
1) depends on the data
A,
K, and
f. For this reason, below we sometimes use the notation
or
. This dependence was studied in [
3], where the following results were proven.
Proposition 2. Assume (3)–(5). Then, the solution of inclusion (1) depends continuously on f, that is, if denotes the solution of (1) with , for each , then Proposition 3. Assume (3)–(5). Then, the solution of inclusion (1) depends continuosly on K, that is, if for each , is a nonempty closed convex subset of X and denotes the solution of (1) with , then Note that Propositions 2 and 3 provide sequences
, which converge to the solution of the inclusion (
1). Nevertheless, these proposition do not describe all the sequences that have this property, as it results from the two elementary examples below.
Example 1. Consider the inclusion (1) in the particular case , , , and . Then, using (14), we deduce that the solution of inclusion (1) is . Let be the sequence provided by for all . Then, , but we cannot find a sequence , such that and . Indeed, assume that and . Then, and, using the analytic expression of the function , we deduce that either or , which contradicts the assumption . It follows from here that the convergence above cannot be deduced as a consequence of Proposition 2. Example 2. Keep the same notation as those in Example 1. We claim that we cannot find a sequence , such that and is the solution of the inclusion (1) with instead of K. Indeed, arguing by contradiction, assume that there exists , such that and . Then, . Therefore, is an interval of the form or with , . In both cases, we arrive to a contradiction, as the Mosco convergence does not hold. We conclude that the convergence above cannot be deduced as a consequence of Proposition 3. 4. Some Applications
Theorem 2 is useful to obtain various convergence results in the study of the inclusion (
1). In this section, we present two types of such results: results concerning the continuous dependence of the solution with respect to the data and a result concerning the convergence of the solution of a penalty problem.
- (a)
We start with a continuous dependence result of the solution with respect to the data A and f. To this end, we consider two sequences
and
, such that
It follows from Theorem 1 that for each
, there exists a unique solution to the inclusion problem.
Moreover, the solution satisfies
Our first result in this section is the following.
Theorem 3. Assume (3)–(5) and (31), (32). Then in X. Proof. Let
and
be fixed. We use inequality (
34) to write
and, using assumption (
31)(a),(c), we deduce that
It follows from here that
and, using assumptions (
31)(b), (32), we deduce that there exists
, which does not depend on
n, such that
Next, we use the regularity
in (
34), definition (
2), and assumption (
31)(a) to see that
and, using the bound (
35), we deduce that
Consider now an arbitrary element
and let
. Then, using the equality
and inequality in (
34), we find that
and, therefore,
We now use assumption (
31)(a) and the bound (
35) to deduce that
Denote
and note that, using assumptions (
31)(b), (32), it follows that
Finally, we use (
36)–(
39) to see that condition (
19) is satisfied. We are now in a position to use Theorem 2 to deduce the convergence
in
X, which concludes the proof. □
- (b)
We proceed with a result that shows the dependence of the solution with respect to the set of constraints. To this end, we consider two sequences of
and
, such that
We define the set
by equality
Then, it follows from Theorem 1 that for each
, there exists a unique solution
to the inclusion problem
Moreover, the solution satisfies
Our second result in this section is the following.
Theorem 4. Assume (3)–(5) and (40), (41). Then, in X. Proof. We use Theorem 2 and, to this end, we check in what follows that condition (
19) is satisfied. Let
. As
, it follows from (
41) that there exists
, such that
, which implies that
Therefore,
which implies that
Now, using (
41) and arguments similar to those used in the proof of inequality (
35), we find that the sequence
is bounded in
X and, therefore, there exists
, which does not depend on
n, such that
Thus, it follows from (
45) that
Assume now that
. We write
and, as
, using (
43), we deduce that
We now combine (
48) and (
49) to see that
and, using (
46), we find that
Denote
and note that, using assumptions (
40), it follows that
Finally, we use (
52), (
51), (
47) and (
50) to see that condition (
19) is satisfied. We are now in a position to use Theorem 2 to deduce the convergence of
in
X, which concludes the proof. □
- (c)
We now present a convergence result concerning a penalty method. To this, end we consider a numerical sequence , such that
together with the problem of finding
, such that
Our third result in this section is the following.
Theorem 5. Assume (3)–(5) and (53). Then, for each , Equation (54) has a unique solution. Moreover, in X. Proof. The proof is obtained in five steps, which we present in the following.
(Step i) We prove the unique solvability of Equation (
54). Let
,
and denote
Then, as
is invertible, we have
Using these equalities, it is easy to see that
is a solution of Equation (
54) if and only if
is a solution of the equation
Consider now the operator
defined by
Then, using the properties (
9), (10) and (
12), (13) of the operators
and
A, respectively, it is easy to see that the operator
is strongly monotone and Lipschitz continuous with constants
and
, that is
Therefore, it is invertible, and its inverse, denoted by
, is defined on
X with values in
X. We conclude that from here, there exists a unique element
, such that
. Using the definition (
58), we obtain the unique solvability of the nonlinear Equation (
57) and, equivalently, the unique solvability of the nonlinear Equation (
54).
(Step ii) We prove the boundedness of the sequences and . Let
and let
be a fixed element in
K. We use (
59) to deduce that
and, since
,
, we find that
which proves that the sequence
is bounded in
X. This implies that the sequence
is bounded in
X and, using (
56) we deduce that
is a bounded sequence in
X.
(Step iii) We prove the inequality Let
and
. We use (
55)–(
57) and equality
to see that
which shows that
Recall that
and, moreover, (10) implies that
Therefore, using (
62), we deduce that (
61) holds.
(Step iv) We prove that there exists , such that Let
. We use (
55) and (
57) to see that
On the other hand, it follows from the proof of Step (ii) that the sequence
is bounded in
X. Therefore, using the properties of the operator
, we deduce that there exists
, which does not depend on
n. such that
Inequality (
63) is now a consequence of relations (
64) and (
65).
(Step v) End of proof. We now combine inequalities (
61) and (
63) with assumptions (
53) to see that condition (
19) is satisfied with
. Finally, we use Theorem 2 to conclude that the convergence
in
X holds. □
5. An Example in Contact Mechanics
In this section, we apply the abstract results in
Section 3 and
Section 4 in the variational analysis of a mathematical model that describes the bilateral contact between an elastic body and a foundation. The classical formulation of the problem is the following.
Problem 2 (
)
. Find a displacement field and a stress field , such that Here, () is a domain with smooth boundary divided into three measurable disjoint parts, , , and , such that . It represents the reference configuration of the elastic body. Moreover, is the unit outward normal to , denotes the space of second order symmetric tensors on . and, below, we use the notation , , and 0 for the inner product, the norm, and the zero element of the spaces and , respectively. We use notation to represent a generic point in .
We now provide a short description of Problem
and send the reader to [
1,
2,
17,
18,
19,
20] for more details and comments. First, Equation (
66) represents the constitutive law of the material, in which
is the elasticity operator and
denotes the linearized strain tensor. Equation (67) is the equilibrium equation, in which
denotes the density of body forces acting on the body. The boundary condition (68) is the displacement condition, which we use because we assume that the body is held fixed on the part
on its boundary. Condition (69) is the traction boundary condition. It models the fact that a traction of density
is acting on the part
of the surface of the body. The boundary conditions (70) and (71) are the interface laws on
, where the body is assumed to be in contact with an obstacle, the so-called foundation. Here,
and
denote the normal and tangential displacement, respectively, and
is the tangential part of the stress vector
. Condition (70) is the bilateral contact condition and condition (71) represents the Tresca friction law, in which
g denotes the friction bound.
In the analysis of Problem , we use the standard notation for Sobolev and Lebesgue spaces associated with and . Moreover, for an element , we still write v for the trace of v to and its normal and tangential components are denoted by and on , provided by and . In addition, recall that with .
Next, for the displacement field, we need the space
V, and for the stress and strain fields, we need the space
Q, defined as follows:
We use the notation
for the deformation operator, that is,
where an index that follows a comma denotes the partial derivative with respect to the corresponding component of
x, e.g.,
. It is well known that the spaces
V and
Q are real Hilbert spaces endowed with the inner products
The associated norms on these spaces are denoted by
and
, respectively. Note that, from the definition of the inner product in the spaces
V and
Q, we have
In the study of Problem
, we assume that the operator
satisfies the following condition.
Moreover, the density of body forces and the friction bound are such that
Assume now that
represents a couple of regular functions that satisfy (66)–(71). Then, using standard arguments, it follows that
We now introduce the operator
, the functional
the element
, and the set
K defined by
Then, using (
77) and notation (79), (80) we obtain that
We now use (
82) with
and
to find that
Therefore, by (
82) and (
83), we see that
This inequality and the definition (81) imply that
Next, we use (81) and (
83) to deduce that
and, with notation
for the strain field, we see that
On the other hand, the constitutive law (
66), definition (
78), and equality
show that
and, therefore,
We now combine (
84)–(
86) to deduce that
Finally, inequality (
87) and (
6) lead to the following variational formulation of Problem
.
Problem 3. . Find a strain field such that We now consider the sequences
,
,
such that, for each
, the following hold.
Then, for each
, we consider the element
and the set
provided by
together with the following problem.
Problem 4. . Find a strain field , such that Our main result in this section is the following.
Theorem 6. Assume (74)–(76), (89) and (90). Then, Problem has a unique solution , and, for each , Problem has a unique solution . Moreover, if (91) and (92) hold, then in Q.
Proof. For the existence part, we use Theorem 1 on space
. First, we note that
and, as
for each
, using definition (81), we deduce that
and, therefore,
K is nonempty. On the other hand, it is easy to see that
K is a convex subset of
Q. We conclude from here that condition (
3) is satisfied. In addition, using assumption (
74), we see that
for all
. Therefore, condition (4) holds with
and
. We are now in a position to use Theorem 1 with
to deduce the unique solvability of the inclusion (
88). The unique solvability of the inclusion and (
95) follows from the same argument.
Assume now that convergences (91) and (92) hold. Then, using definitions (
93) and (80), it is easy to see that
in
V and, therefore, (
73) implies that
On the other hand, using definitions (81) and (94) of sets
K and
, together with equality (
96), it is easy to set that the following equivalence holds, for each
:
It follows from here that condition (
41) is satisfied. Moreover, the convergences (92) and (
97) guarantee that the sequences
and
defined above satisfy conditions (
40). The convergence result in Theorem 6 is now a direct consequence of Theorem 4. □
Theorem 6 is important from a mechanical point of view as it shows that the weak solution of the contact problems also continuously depends on the density of body forces, the density of the traction forces, and the friction bound.
6. An Application in Solid Mechanics
In this section, we provide an example of inclusion in solid mechanics for which the results in Theorem 5 work. More precisely, we introduce and analyze two nonlinear constitutive laws for elastic materials. To this end, again, we use notation
for the space of second order symmetric tensors on
with
, and recall that the indices
i,
j,
k, and
l run between 1 and
d. Our construction below is based on rheological arguments, which can be found in [
21].
The first constitutive law is obtained by connecting an elastic rheological element in parallel with a rigid–elastic element with constraints. Therefore, we have an additive decomposition of the total stress
, i.e.,
Here,
is the stress in the elastic element and
is the stress in the rigid–elastic element with constraints. We denote the strain tensor by
and we recall that, as the connection is in parallel, this tensor is the same in the two rheological components we considered. We also assume that the constitutive law of the elastic element is provided by
in which
is a fourth order tensor. Moreover, we assume that the constitutive law of the rigid-elastic element is provided by
where
represents the set of constraints and, as usual,
represents the outward normal cone to
K. The interior of
K in the topology of
is denoted by
. Then, for stress fields
, such that
we have
and, therefore, Equation (
100) implies that
. We conclude that this equation describes a rigid behavior. For stress fields
such that
we can have
and therefore, (
100) describes a nonlinear elastic behaviour. An example of set of constraints is the von Mises convex used in [
18,
22], for instance. It is given by
where
represents the deviatoric part of the tensor
and
k is a given yield limit.
We now use relations (
98)–(
100) to write
and, using notation
we obtain the following constitutive law:
The second consitutive law is obtained by connecting a linearly elastic rheological element in parallel with a rigid–elastic rheological element without constraints. Therefore, we keep the notation
,
, and
introduced above and we denote the stress in the rigid–elastic element by
. We have
and we assume now that the constitutive law of the rigid–elastic element is provided by
Here, again
K represents the domain of rigidity of the material, assumed to be a nonempty closed convex subset of
and, in addition,
denotes the projection operator on
K and
is a provided elastic coefficient. Note that for stress fields
, such that
, we have
and, therefore, (
104) implies that
, which shows that this equation describes a rigid behavior. For stress fields
, such that
, we have
.
We now use relations (
104), (
103) and (
99) to write
and, using notation
in order to underline the dependence of the strain field on the coefficient
, we obtain the following constitutive law:
A brief comparaison between the constitutive laws (
105) and (
102) reveals the fact that (
102) is expressed in terms of inclusions and involves unilateral constraints. In contrast, the law (
105) is in the form of an equality and does not involve unilateral constraints. For these reasons, we say that (
105) is more regular that the constitutive law (
102). Consider now the following assumptions.
Our main result in this section is the following.
Theorem 7. Assume (106) and (107). Then, for every stress tensor there exists a unique solution to include (102) and, for every and , there exists a unique solution to Equation (105). Moreover, in is denoted as . Theorem 7 is a direct consequence of Theorem 5. In addition to the mathematical interest in this theorem, it is important from a mechanical point of view as it shows that:
a stress field
results in a unique strain field
associated with the constitutive law (
102);
a stress field
results in a unique strain field
associated with the constitutive law (
105);
the constitutive law (
102) can be approached by the more regular constitutive law (
105) for a small elasticity coefficient
.
7. Conclusions
In this paper, we considered a stationary inclusion in a Hilbert space X, for which we provided a convergence criterion, Theorem 2. This criterion provided necessary and sufficient conditions on the sequence , which guaranteed its convergence to the solution u of the inclusion problem.We used this criterion to deduce the continuous dependence results of the solution with respect to the data, as well as a convergence result in the study of an associated penalty problem. Besides the novelty of Theorem 2, we illustrated its use in contact and solid mechanics. This represents a new evidence of the cross fertilization between the models and applications, on the one hand, and the nonlinear functional analysis, on the other hand.
Our results in this work should be extended in several directions.First, it would be interesting to relax the assumption (4) concerning the operator
A. Second, it would be interesting to use the abstract result in Theorem 2 in order to obtain the continuous dependence of the solution with respect to all of the data
. The use of Theorem 2 in the study of the convergence of the solution of a discrete version of the inclusion (
1) as the discretization parameter converges also represents a problem that deserves to be studied in the future. Computer simulations of these theoretical convergence results would be welcome, too. Extensions to evolutionary inclusions (similar to those used in [
5], for instance) could also be investigated. Any result in this last direction would have applications in the study of constitutive laws with viscoelastic or viscoplastic materials and the associated contact problems.