1. Introduction
Variational inequalities were proposed by Signorini in the 1950s in the context of applications to the rigid contact problem in elasticity and mainly involved convex energy functionals or nonempty closed convex sets. Variational inequalities represent powerful mathematical tools with application to contact mechanics, see [
1,
2,
3,
4]. With the development of solid contact mechanics, the researchers realized that not all contact problems are modeled by variational inequalities. Hemivariational inequalities were firstly introduced by Panagiotopoulos in the 1980s, which was mainly used to deal with the mechanical problems of nonsmooth and nonconvex functions, see [
5]. During the last 30 years, hemivariational inequalities have been substantially developed in both application and mathematics, see [
6,
7,
8,
9,
10,
11,
12,
13,
14,
15]. Moreover, numerical analysis of hemivariational inequalities has achieved good results, see [
16,
17,
18]. In particular, the PDAS approach [
17] provides suitable analytical and numerical tools for the solution of hemivariational inequalities. This method is of great significance for solving crack problems.
Systems consisting of variational inequalities and differential equations were first studied by Pang and Stewart [
19] in 2008 in a framework of finite-dimensional spaces. They called this complex system a differential variational inequality (DVI, for short) and are mainly applied to electrical circuits with ideal diodes, dynamic contact mechanics, economical dynamics, dynamic traffic networks and so on. Differential hemivariational inequalities (DHVIs, for short) as extensions of differential variational inequalities are mainly organized by hemivariational inequalities and differential equations. Obviously, DHVI mainly involves nonsmooth and nonconvex functions. The mathematical results on DHVIs have found applications to contact problems, see [
20,
21,
22].
As we all know, the traditional constitutive laws of viscoelastic materials are obtained by linear springs and Newton dashpot in series and parallel. However, the creep and relaxation processes of viscoelastic materials can not be accurately described by this scheme. Abel dashpot modeled by fractional time derivative can effectively characterize the creep and relaxation processes of viscoelastic materials. In recent years, the frictional contact problems for a viscoelastic body with the time-fractional viscoelastic Kelvin–Voigt constitutive law have attracted widespread attention. Zeng and Migórski [
23,
24] used the Rothe method to study a frictional quasistatic contact problem. Based on the Rothe method and numerical analysis, Weng et al. considered a new class of fractional differential hemivariational inequality with an application in [
25]. In real life, the traditional fractional derivative sometimes causes great difficulties in analysis and calculation. To overcome the above difficulties, conformable derivatives as a new fractional derivative are proposed in [
26]. Recently, conformable derivatives have attracted attention in mathematics and applications, see [
27,
28,
29,
30,
31,
32]. It can describe Newtonian mechanics [
29], the logical model [
30] and cobweb model [
31]. It is worth mentioning that Ma et al. [
32] established a grey model with a conformal derivative in view of the computational complexity of the existing fractional grey model and the new model was superior to the existing fractional grey model in predicting the natural gas consumption of 11 countries and is more effective than the existing model in nonsmooth time-series prediction.
In this paper, we consider the quasistatic conformable viscoelastic to frictionless contact problem with the surface traction driven by the conformable impulsive differential equation. Next, we briefly present our innovation in this paper.
We give an analysis of constitutive laws by the property of conformable derivative and study the quasistatic conformable viscoelastic to frictionless contact problem. Because a conformable derivative is a form of fractional derivative, our model can accurately describe the creep and relaxation processes of viscoelastic materials. It is necessary to mention that our viscoelastic body is the generalized fractional Kelvin–Voigt constitutive of the conformable type and the contact boundary is modeled with the Clarke subdifferential of a nonconvex and nonsmooth function. In addition, the contact surface is vulnerable to impact, and this phenomenon is described by impulsive differential equations. Therefore, our new contact model leads to a new class of fractional hemivariational inequalities. Based on the literature [
23,
24,
25], we will use the Rothe method to solve the existence of weak solutions for hemivariational inequality.
This paper is organized as follows. In
Section 2, we give the basic notations and some important results. In
Section 3, we obtain the new fractional viscoelastic constitutive laws. In
Section 4, we give the quasistatic contact problem. Finally, we obtain the existence solvability for the contact problem.
3. Conformable Type Viscoelastic Constitutive Laws
Before implying the conformable constitutive laws, let us review the constitutive model. According to rheology, the idealized elastic and viscous properties of the substance can be ideally modeled with the linear spring and Newton dashpot. The linear spring obeies the Hooke’s law
and the Newton dashpot obeies Newton’s law
, where the coefficient
denotes the Young modulus of elasticity and
is the Newtonian Viscosity.
is the time derivative of the strain
, and
denotes the stress of the dashpot element. Then, people produce the Maxwell model, see
Figure 1, and the Kelvin–Voigt model,
Figure 2, by combining the linear spring and Newton dashpot. In order to improve the quality of models, more elements are used, for example, the generalized Maxwell and Voigt model and the Burgers model. However, the constitutive laws are influenced by a larger number of parameters, from which many difficulties in theoretical and numerical analyses arise. In order to overcome the above difficulties, fractional constitutive models have been used. Therefore, the fractional model is a natural extension of the integral order case. For the fractional constitutive models, we can refer to [
33,
34]. In particular, Han et al. [
35] implied the creep and relaxation behavior for THE Caputo fractional-order Maxwell model and the fractional Kelvin–Voigt model.
Motivated by the above works, we imply the conformable constitutive laws. The basic conformable element is called the conformable Scott-Blair dashpot, and it satisfies the law of the form
where
and
are the stress and strain of the Scott-Blair dashpot element, and
is the conformable fractional integral with a lower index of 0.
If
for
, according to the definition of conformable integral, we have
Thus, we imply the creep compliance of the Scott-Blair model
We can choose a different number . Therefore, we get a series of strain creep compliance for the conformable Scott-Blair model.
Now, we can deduce that the conformable Maxwell model,
Figure 3, and the conformable Kelvin–Voigt model,
Figure 4, by combining the linear spring with the conformable Scott-Blair dashpot. As is known to all, if a system of elements is connected in parallel, their stresses coincide, and the total strain equals the sum of stresses in separate elements. It is obvious that the fractional Kelvin–Voigt constitutive law in the one-dimensional case is described as follows
for
and
. On the other hand, according to
Figure 3, we know that the elements are connected in serial. Thus, the fractional Maxwell constitutive law in the one-dimensional case can be formulated by
Similarly, in order to improve the quality of models, we can use more elements, which implies the generalized conformable Maxwell and conformable Voigt models, the conformable Burgers model, etc. Next, we push to creep the conformable Kelvin–Voigt model.
Using creep compliance of the conformable Kelvin–Voigt model: we obtain from
for
that
Similarly, we can also choose a different number . Meanwhile, we get a series of strain creep compliance for the conformable Kelvin–Voigt model.
4. Quasistatic Conformable Viscoelastic Frictionless Contact Problem
In real life, the surface traction
will suddenly change due to external interference, see
Figure 5 and
Figure 6. We regard this phenomenon as an impulsive effect. On the other hand, the surface traction
is influenced by a larger number of parameters, for example, the pointwise fractional density of active bonds and the roughness of the surface traction
. Therefore, the force
on the surface
of the viscoelastic body can not be changed uniformly. Namely, the change rate of the force
on each place of the contact surface
is also different. Based on the above fact and discussion in the third part, we study the quasistatic conformable viscoelastic frictionless contact problem for a viscoelastic body with Kelvin–Voigt constitutive law. Meanwhile, we use a conformable impulsive differential equation to describe the influence on the surface traction
, see
Figure 6.
Next, we review the physical setting of the contact problem and introduce the basic notations. We study a deformable viscoelastic body, which occupies a domain
with the boundary
. The boundary
consists of three disjoint measurable parts
and
with means
, see
Figure 6.
Let
be a unit outward normal vector, and
be the space of second-order symmetric tensors on
. The inner products and corresponding norms in
and
are denoted by
where
, and
denote the displacement tensors, the stress tensor, and the linearized strain tensor, the indices
run from 1 to d and the summation convention over repeated indices is used. On the other hand, we denote by
and
the normal and tangential components of the displacement
. The normal and tangential components of the displacement
on
is denoted by
and
.
This paper considers the following new conformable contact problem with the surface traction by a conformable impulsive differential equation.
Problem 1. Find a displacement filed , a stress field and a surface traction density such that We give a brief description. Equation (
3) is the conformable Kelvin–Voigt viscoelastic constitutive law. It is made of the linear spring and the conformable Scott-Blair dashpot in parallel. We extend (
2) to the general d-dimensional case to obtain (
3). The conformable Kelvin–Voigt viscoelastic constitutive law presents elastic and viscous features. Elastic properties are described by springs, and viscous properties are modeled by dashpots.
and
stand for the viscosity and elasticity operators. On the other hand,
denotes the linearized or the small strain tensor. Equation (
4) denotes the equilibrium equation, and Equation (
5) denotes that the body is clamped on
. Equations (
6)–(
9) show that the traction is acted on
and the density of the surface traction is governed by a conformable impulsive differential equation,
is an impulsive function with
and
and
with
and
being the left and the right limit of
at
and
. Equation (
10) denotes contact condition, where
is locally Lipschitz functionals. We need to explain the contact conditions. Equation (
11) represents the frictionless contact problem.
In this paper, we consider the following spaces
and
.
The space
is endowed with the Hilbert structure by the inner product by
and the associated norm
. For space
, we consider the inner product by
and the associated norm
, and it is well known that
is a real Hilbert space with the inner product. From the Sobolev trace theorem [
23,
24,
35], there exists the smallest constant
, such that
In order to study the solution to Problem 1, we give some hypotheses on the relevant dates.
the viscosity operator satisfies the following conditions:
(a) for a.e. and ;
(b) with ;
(c) for a.e. and all with .
the elasticity operator satisfies the following conditions:
(a) for a.e. and ;
(b) with .
the function is such that
(a) is measurable on for all , and there exists such that ;
(b) is locally Lipschitz on for a.e. ;
(c) there exists such that for all ;
(d) for a.e. , all with .
(e) is upper semicontinuous for all and a.e. .
: the function satisfies the following conditions:
(a) is measurable on for all ;
(b) for a.e. and all with ;
(c) there exists
satisying
where
.
:
is bounded, and there exists
satisfying
and
: the densities of body force
satisfies the following condition:
.
It follows from the Green formula that
On the other hand, we have
By (
10) and the definition of subgradient (
1), we have
Combined with the Green formula, we infer that
Then, we have the following variational inequality
Therefore, we get the following variational formulation of Problem 1.
Problem 2. Find a displacement vector and a surface traction density such that 5. The Conformable Impulsive Hemivariational Inequality
To prove Problem 2, we need to consider the following conformable impulsive differential problem
According to [
36], Lemma 1 and Defination 2, the above problem is equivalent to the following integral equation
Then, the assumption
implies that
is well defined. Meanwhile, we assert that
. Indeed, for
and
, it follows from Equation (
13) and condition
that
On the other hand, since . Then, we have .
When
and
, we have
Since . Thus, .
When
and
, we can show that
Since . Thus .
To study Problem 2, we first consider the following conformable differential hemivariational inequality.
Lemma 2. For any given , find such that Here
Next, we define the following operators.
According to conditions and , we imply that the operators A and B satisfy the following conditions.
. There exists a constant
such that
.
Thus, system (
14) is equivalent to the following system
According to Remark 1, we have
Let
. Then, we infer that
Then, system (
15) is equivalent to the following problem.
Problem 3. Find such that Let and . Next, we discuss the following Rothe problem.
Problem 4. Find such that andwith . Here, Lemma 3. If the conditions hold. Then there exists such that Problem 4 has at least one solution for all .
Proof. Given
, we will show that there exist
such that Equations (
17) and (
18) hold. We claim that operator
is pseudomonotone. Where
It follows from conditions
and
that
where
. By
and
, operator
is bounded and continuous. Thus, we infer that the above operator is pseudomonotone. On the other hand, It follows from condition
that
is pseudomonotone. Thus, by (Corollary 7, [
24]), we have
as a pseudomonotone. Next, we will show that the operator
is coercive. Indeed, by conditions
and
, we have
By condition
, we have
. Taking
, we have
for all
. Meanwhile, the operator
L is coercive. By (Theorem 1.3.70, [
37]), system (
17) has at least one solution for all
. The proof is complete. □
Lemma 4. Assume that conditions hold. Then, we havewhere . Proof. According to Lemma 3, Equation (
17) and taking
, we have
Combined with conditions
and Equation (
18), we have
Taking
, we have
By condition
, there exists constant
, for all
such that
By Equation (
18) and condition
, we can easily obtain
Thus, we complete the proof of the lemma. □
Theorem 1. If hypotheses hold. Let be a sequence with as . Then we havewhere and is a solution to Problem 3. Proof. By Lemma 4, there exists a constant
such that
. We claim that there exists
such that
It follows from
and
that
and
Thus, we complete the proof of the assertion. By (Theorem 16, [
24]), we infer that
By Lemma 4, the sequence
is bounded in
. There is subsequence again
such that
weakly in
. On the other hand, we have
It follows from condition
that
As
, we have
where
and
. Then, we imply that
where
. Thus,
is a solution of Problem 3. □
When the contact surface
is impacted at
, the corresponding displacement
is given. Similar to the proof of Theorem 1, for any given
, there exists
such that (
14) hold.
Theorem 2. If satisfies the following systemandwhere . Then is a solution to Problem 2. Proof. By Theorem 1, for a given
, we infer that system (
23) is satisfied. On the other hand, for any given
, according to the condition
and Equation (
22), we have
Obviously, by inequality (
24) and Gronwall’s inequality, we infer that
and
By inequality (
25) and [
36],
, we know the uniqueness of the solution to system (
22) and the dependence of this solution on
. Thus, by Theorem 1 and (
16), we complete the proof of Theorem 2. □