1. Introduction
Fractional calculus and fractional order differential equations have been widely applied in many fields of science and engineering. The analysis of time-fractional ordinary and partial differential equations has received considerable attention from numerous researchers, including Petras et al. [
1], Patil et al. [
2], Taha et al. [
3], Baitiche et al. [
4], Abdo et al. [
5], Y. Zhou et al. [
6,
7,
8], Tarasov et al. [
9], Mainardi et al. [
10], Atangana et al. [
11], Podlubny et al. [
12], Miller et al. [
13], Baitiche et al. [
4], Wahash et al. [
14], and many other researchers. Fractional integro-differential equations (FIDEs) are based on derivatives of fractional order, in contrast to conventional partial differential equations, which usually involve derivatives of integer order. This makes FIDEs highly helpful for modeling phenomena because they can represent the long-term consequences of previous events on the present state of a system. Fractional calculus, a discipline of mathematics that deals with the study of fractional derivatives and integrals, is one of the new mathematical ideas and techniques to have resulted from the use of FIDEs. Thus, in this work, we can introduce a hyperbolic nonlinear fractional integro-differential equation. This equation’s prototype is the wave equation, which is used to explain a broad range of events, such as electromagnetic waves, acoustic waves, fluid-structure interaction, and so on.
Over the past few decades, sufficient conditions for the qualitative properties of solutions for nonlinear FDEs have been extensively examined using standard fixed-point theory. Various researchers looked into the existence of solutions to abstract fractional integro-differential equations. Abdo et al. [
15] analyzed the existence properties of solutions of the fractional integro-differential equation under nonlocal conditions using Krasnoselskii’s and Banach’s fixed-point theorems. M.Z. Aissaoui et al. [
16] studied the existence and uniqueness questions for a nonlinear Volterra–Fredholm integro-differential equation under some suitable conditions. Aisulaiman et al. [
17] recently demonstrated the solution of an NFIDE in dual Banach space
Hamdy et al. [
18] explored the presence of a mild solution for a nonlinear impulsive delay integro-differential system of fractional order with Sobolev type. Furthermore, Abdou et al. [
19] used the semi-group method to explore the validity of the solutions in Banach space for FDEs of the heat type.
Many studies discuss numerical methods for solving differential and integro-differential problems and have captured the interest of many researchers. Recently, Taheri et al. [
20] solved a 2D-NFIDE by using the shifted Jacobi polynomials via the collocation method. Babaei et al. [
21] considered a sixth-kind Chebyshev collocation method to solve a nonlinear quadratic FIDE of variable order and the cubic B-splines collocation method introduced by Mittal et al. [
22]. Additionally, Izadi et al. [
23] investigated the local discontinuous Galerkin method for the numerical solution of a fractional logistic differential equation with the aid of shifted Legendre polynomials; the spline collocation method has been presented by Pitolli et al. [
24] to establish an approximate solution to the Riesz–Caputo derivative. Moreover, the variational method for deriving an approximate solution to the time fractal heat conduction equation was offered by Shymanskyi et al. [
25], among others. Although multiple numerical methods have been suggested for solving many different problems, there have been few research studies that have developed numerical methods based on Lerch polynomials for solving an equation of the hyperbolic type. This is partly due to the mathematical complexity of such equations and the difficulty of developing numerical methods that can handle them effectively. For example, Alhazmi et al. [
26] showed a new efficient approach determined by the Lerch polynomial method for solving mixed integral equations, Cayan et al. [
27] obtained approximate solutions for the unsteady convection-diffusion equation in 1-D using a hybrid matrix collocation method that is based on Lerch polynomials, and Doaa S. [
28] created a powerful approach based on Lerch polynomials that gives an approximate solution for multiple cases of Cauchy-type singular integral equations.
Motivated by the works mentioned above, mainly [
17,
26,
27,
28,
29], we investigate the qualitative results of the solutions of the following nonlinear hyperbolic fractional integro-differential equation NHFIDEq:
with initial conditions:
where
with Caputo fractional derivatives
and
orders
, respectively, so that
and
where
is a dual Banach space. The prototype of the problem (1)–(2) is a wave equation, which is employed to characterize a broad variety of phenomena, including electromagnetic and acoustic waves, fluid–structure interaction, and other domains.
Thus, this paper is regarded as belong to those uncommon papers in mathematical physics that offer a qualitative analysis for solving a NHFIDEq that includes the existence and uniqueness of the solution to the given problem and gives a numerical approach using the Lerch matrix collocation method. LMC applies for the first time to a fractional problem (1)–(2) and supplies a numerical solution in a quickly convergent power series with an attractively computable series of terms. The LMC method has proven to be very effective and results in considerable savings in computation time as well as accuracy (see [
26,
27,
28,
29]).
The basic structure of this article has been organized as follows: Fundamental concepts are discussed in
Section 2. In
Section 3, we provide sufficient conditions to prove the existence and uniqueness of solutions for the problem (1)–(2). In
Section 4, the Lerch matrix collocation method LMC is used to obtain the numerical solution of the given problem. To verify the accuracy and efficiency of the LMC method, an alternative convergence criterion along with error analysis depending on the residual error function is enhanced. Afterward, in
Section 5, we elucidate numerical examples associated with what we covered in
Section 4 to show the accuracy of the method and also determine the absolute errors of the problem. At last, in
Section 6, a conclusion is provided.
3. Analysis for Existence and Uniqueness Solutions for the Model (1)–(2)
Our basic objective is to explore the existence and uniqueness theory for the problem (1)–(2). Under some relevant conditions, we set:
For and is a continuous function, so that and ;
For , is a continuous function, so that where; and ;
For and , so that ;
For and , so that
Lemma 1. If then can be written in the form:where satisfies the fractional integral equation: Proof. See (Alsulaiman et al. [
17]).
Theorem 4. If problem (1)–(2) satisfies the conditions (A1–A4), then the problem has a solution.
Proof. From Lemma 1, we can say that the problem (1)–(2) has a solution.
Construct
so that:
Additionally, set
Consider
For and using conditions A1 and A2, it is easy to say that the set
is uniformly bounded where
, so that:
To claim that
is completely continuous, consider
and using conditions A
1 and A
4, we obtain:
where:
Thus, we obtain that
is a continuous operator on
; now, using Equations (4) and (5), we have:
Consequently, we obtain as .
Thus, we conclude that is completely continuous, and hence, from the Arzelà–Ascoli theory, Theorem 2, we obtain that is relatively compact. From Lemma 1, we can say that and hence, from the first part of Schafer’s fixed point theory, Theorem 3, it is confirmed that the problem has a solution.
Theorem 5. If the conditions A1–A4 are satisfied, then problem (1)–(2) has a unique solution.
Proof. From Theorem 4, we obtain:
Thus, if then turns out to be contraction mapping. The Banach fixed-point theory, Theorem 1, immediately established that possesses a fixed point that concludes the existence and uniqueness of the solution to the problem (1)–(2).
4. Lerch Matrix Collocation Method
The approximated solution of the problem (1)–(2) has been examined in the truncated Lerch series form as:
where:
is the unknown is parameter and , Lerch polynomials coefficients, while and denote Lerch polynomials with respect to and , respectively.
From Definition 3, we can construct
of Lerch polynomials on the matrix form as follows:
4.1. Numerical Solution of Problem (1)–(2) Using LMC Method
According to the matrix relation (9) placed into the truncated Lerch series form (8), the approximate solution to the problem (1)–(2) is obtained as:
where:
and
Lemma 2. The matrix relation of is
Proof. The connection between the matrix
and its derivative can be represented as:
where:
Thus:
and hence we obtain:
Thus, the matrix form of
using Lerch polynomials will be:
Applying Equation (10), we obtain:
where:
Now, the integral part of Equation (3) can be written on the matrix form by using Equations (8) and (9) as follows:
By applying binomial expansion to
and putting it on the matrix form, we obtain:
where:
Using Lemma 2 and the matrix expression (9), we can obtain the principle matrix representation for the problem (1)–(2) as:
where:
Briefly, Equation (12) can be reduced as:
where:
Using the collocation nodes and for and into Equation (13), we obtain:
= a + where
Thus, the matrix expression will be:
where:
Similarly, we can use Equations (8) and (9) to obtain the matrix representation form for the initial conditions of problem (1)–(2) as follows:
where:
When also applying the collocation nodes
for
into the matrix form
, the system is then transformed into being:
where and , for
Additionally, =
=
where: =
Or simply:
where:
,
Or simply:
where:
Now, replacing the rows of matrices in (12) by 3 (N − 1) rows of the matrix in (13), the augmented matrix
is obtained, if
. Then,
is calculated, and hence A is uniquely determined to obtain a unique solution for
(See Kruchinin et al. [
34], and Cayan et al. [
29]).
4.2. Error Analysis
In this part of the study, we will introduce the residual error for the presented method. To constitute the residual correction procedure, let us put the approximate solution
and its derivatives into the problem (1)–(2) and call:
where
If
are prescribed, then when
, we have
(See Gokmen [
35]).
Subtracting Equation (18) from Equation (19), we have:
where:
, and
Since the exact solution and the Lerch matrix expression satisfy the initial conditions, the conditions for the error will be:
If we apply the LMC method to the error system (19)–(20) for some
, it is not necessary for it to be different from
so it is easy to obtain the solution indicated by
. One of the benefits of the procedure is acquiring a new approximate solution by adding
to
the new approximate solution is named the corrected approximate solution
and is represented as:
Through the aid of the residual function the accuracy of the solution can be controlled.
If , then is a better approach than moreover, we can estimate the error by whenever .
4.3. Convergence Analysis of the Problem (1)–(2)
Lemma 3. The residual function sequence is convergent, and the following inequality is satisfied:
, for
Proof. We will define on the interval as:
are sufficiently small values.
If we express
in the Taylor expansion form, we then obtain:
This can be expressed as:
By using inequalities (21) and (22), we have:
Now, consider , so that
The sum of this finite geometric series will be:
For large and we have:
This means that is a Cauchy sequence, and hence, the residual function is convergent.
Lemma 4. The differences between and nearly bound each of the consecutive absolute errors.
Proof. Consider and as two approximate solutions for the system (17).
Then, using triangle inequality, we obtain:
,
where C > 1.
According to Lemma 2, we can say that
bound each of the consecutive absolute errors; thus:
□
5. Numerical Examples
At this point, we provide two numerical examples to present a clarification for the theoretical and numerical works covered in
Section 3 and
Section 4, respectively.
Example 1. Consider the following NHFIDE:
Under the initial conditions, and
and with the functions and defined by where
Since
with and similarly, one can state in a straightforward manner that the function satisfies the assumption with Moreover, the value of defined in Equation (6) is calculated so as to obtain According to Theorem 5, we infer that Equation (23) has a unique solution.
The exact solution of Example 1 is
in
Figure 1, the exact solution and the approximate solutions of
are presented with dispersing
, as
, and by taking
. Based on the proposed technique for the LMC method, the numerical solutions and the absolute errors of Example 1 are shown in
Table 1 for three values,
and
, and for the Lerch parameters
in each case of
The average CPU time in Example 1 is 1.19 s.
Example 2. Consider the NHFIDE:
under the initial conditions,
and
We also notice that Example 2 is an application of
and
; also, we have
and
defined as
Similarly to Example 1, it is clear that the
and
with
and
respectively. Furthermore, the value of
is calculated so to obtain
We use Theorem 5 to confirm that Equation (24) has a unique solution. The exact solution of Equation (24) is
, and as shown in
Figure 2, the exact solution and the approximate solutions of
are presented with dispersing
, as
, and by taking
. Based on the proposed technique for the LMC method, the numerical solutions and the absolute errors of Example 2 are shown in
Table 2 for different values of
and
, and for
in each case of
The average CPU time in Example 2 is 1.37 s. Furthermore, in
Figure 3 and
Figure 4, we showed a comparison between exact and numerical solutions for different values of the spatial variable
x and for time
t, respectively of Example 1 For more details, we showed in
Figure 5 and
Figure 6 a comparison between the exact and numerical solutions for different values of the spatial variable
x and for time
t, respectively of Example 2.
Comparison of the Findings
Based on Example 1, the variation among exact solutions and approximate solutions for distinct values of N is computed according to
Table 1. From the absolute errors, we noticed the following:
| λ = 1 | λ = 2 |
x | t | Abs. Error | x | t | Abs. Error |
Highest Error | 0.2 | 0.66 | 2.55 × 10−8 | 0.2 | 0.33 | 1.45 × 10−8 |
Lowest Error | 0.8 | 0.99 | 4.24 × 10−12 | 0.8 | 0.99 | 2.53 × 10−12 |
| λ = 1 | λ = 2 |
x | t | Abs. Error | x | t | Abs. Error |
Highest Error | 0.2 | 0.33 | 2.24 × 10−8 | 0.2 | 0.33 | 6.11 × 10−8 |
Lowest Error | 0.2 | 0.99 | 7.11 × 10−11 | 0.4 | 0.99 | 7.17 × 10−12 |
| λ = 1 | λ = 2 |
x | t | Abs. Error | x | t | Abs. Error |
Highest Error | 0.2 | 0.66 | 1.42 × 10−8 | 0.4 | 0.33 | 1.89 × 10−8 |
Lowest Error | 0.8 | 0.99 | 9.95 × 10−12 | 0.8 | 0.66 | 8.91 × 10−12 |
- 2.
According to Example 2, for different values of N, the difference between exact solutions and approximate solutions was displayed in
Table 2. We reached the following results from the absolute errors:
| λ = 1 | λ = 2 |
x | t | Abs. Error | x | t | Abs. Error |
Highest Error | 0.4 | 0.99 | 2.55 × 10−10 | 0.6 | 0.33 | 2.06 × 10−10 |
Lowest Error | 0.4 | 0.99 | 8.93 × 10−12 | 0.8 | 0.66 | 5.04 × 10−13 |
| λ = 1 | λ = 2 |
x | t | Abs. Error | x | t | Abs. Error |
Highest Error | 0.6 | 0.66 | 4.26 × 10−10 | 0.2 | 0.33 | 1.35 × 10−8 |
Lowest Error | 0.4 | 0.99 | 3.53 × 10−12 | 0.8 | 0.99 | 7.68 × 10−13 |
| λ = 1 | λ = 2 |
x | t | Abs. Error | x | t | Abs. Error |
Highest Error | 0.2 | 0.33 | 3.23 × 10−11 | 0.2 | 0.66 | 1.24 × 10−8 |
Lowest Error | 0.8 | 0.99 | 6.13 × 10−13 | 0.8 | 0.99 | 9.08 × 10−14 |