Abstract
This paper describes an effective strategy based on Lerch polynomial method for solving mixed integral equations (MIE) in position and time with a strongly symmetric singular kernel in the space The Quadratic numerical method (QNM) was applied to obtain a system of Fredholm integral equations (SFIE), then the Lerch polynomials method (LPM) was applied to transform SFIE into a system of linear algebraic equations (SLAE). The existence and uniqueness of the integral equation’s solution are discussed using Banach’s fixed point theory. Also, the convergence and stability of the solution and the stability of the error are discussed. Several examples are given to illustrate the applicability of the presented method. The Maple program obtains all the results. A numerical simulation is carried out to determine the efficacy of the methodology, and the results are given in symmetrical forms. From the numerical results, it is noted that there is a symmetry utterly identical to the kernel used when replacing each x with y.
Keywords:
Quadratic numerical method; Lerch polynomial method; strongly symmetric singular kernel; mixed integral equations MSC:
45E05; 45L05; 45A05; 65R30
1. Introduction
Singular integral equations (SIE) played a fundamental role in several fields, such as mathematical physics, engineering, elasticity, fluid mechanics, and chemical reactions. SIE of the the first kind can be solved analytically using the following techniques: singular integral equation technique (Cauchy technique), Potential theory technique, Fourier transformation technique, and Krein’s technique. Analytical techniques always fail to find solutions for single-core integral equations of the second kind. The same applies to mixed integral equations. Therefore, researchers find approximate solutions using semi-analytical methods or explicitly numerical techniques. Jafarian et al. [1] used the Bernstein polynomials technique for solving Abel integral equations. A unique approach to solving second-kind Volterra integral equations with discontinuous kernels is presented by Noeiaghdam and Micula in their paper [2]. Nadir [3] applied a quadratic technique for solving SIE of the first kind. Khairullina and Makletsov [4] studied the solution of SIE by the Wavelet collocation method. Gabdulkhaev and Tikhonov [5] applied general projection and projection-iteration techniques for solving SIE with the Cauchy kernel in the real line. Jinyuan [6] used the collocation method to obtain the solution of SIE with the Hilbert kernel. Ahmadi et al. [7] studied the solution of SIE with Cauchy kernel by Chebyshev polynomials. Nadir [8] used spline approximation to get the solution of SIE with a logarithmic kernel. Mahdy and Mohamed [9] studied the solution of SIE by Lucas polynomial method. Seifi [10] presented a Bessel polynomial for solving SIE. Seifi et al. [11] studied the solution of SIE by Bernstein polynomial. Also, different methods exist for solving MIE in position and time with singular and weakly singular kernels. Abdou et al. [12] used a quadratic numerical method for solving MIE with a singular kernel. Abdou and Abd Al-Kader [13] studied the solution of MIE with Potential Kernel by Legendre and Jacobi polynomials. Abdou and Youssef [14] used analytic and numerical methods for solving three MIE with singular kernels. Chokri [15] studied the solution of MIE with a weakly singular kernel by Legendre Polynomials. Jan [16] used the Toeplitz matrix technique to solve MIE with single kernels. While in [17], Jan applied Hermite and Laguerre polynomials for solving nonlinear MIE. Al Hazmi [18] used a projection-iterated method to obtain the solution of MIE. Matoog [19] used the Toeplitz matrix method to solve SIE. In [20], Maleknejad et al. presented a numerical method passing on Jacobi polynomials and the Newton algorithm to approximate the solutions of nonlinear fractional Fredholm and Volterra integral equations in two dimensions. In [21], Liaqat et al. presented Shehu transform and the Adomian decomposition technique in a novel algorithm form to establish approximate and exact solutions to quantum mechanics models. In [22], Attia et al. used to solve a number of major fractional differential equations numerically. Azeem et al. conducted research on the fractional order cancer model with stem cells and treatment utilizing the fractional derivative for their findings, which were published in [23]. Few papers applied LPM. Mohamed [24] presented the solution of SIE with Cauchy kernel using LPM. Cayan and Sezer [25,26,27] used the Lerch matrix collocation algorithm for solving 2D and 3D Volterra integral equations, in [25]. While in [26], they studied the solution of the convection-diffusion problem using LPM. Finally, in [27], they presented the approximate solution of the Neumann Problem by LPM.
This paper is considered one of the rare papers in mathematical physics, as it links the study of the problem in time and space. This gives the authors a more in-depth view of how to study and solve the problem using multiple numerical methods.
Consider the MIE of the third kind with strongly symmetric singular kernel:
under the boundary conditions:
where and are known functions, is a continuous function defines the kind of MIE, for the first kind, constant , of the second kind, and is variable for the third kind, is a constant and is the unknown function.
The paper aims is obtaining the solution to MIE with a strong symmetry kernel in position and continuous kernel in time in the space . For this, we use the quadratic method to transform the mixed integral equation, in time and position to SFIEs in position. Then, using Lerch polynomial method, we transform SFIEs into SLAEs. The LPM provides a numerical solution in a rapid convergent power series with an elegantly computable series of terms. The LMC method has proven to be very effective and results in considerable computation time and accuracy savings. The method’s main advantage is that it can remove the singularity and transform the SIE into SLAE, which is easy to solve numerically. Also, no author has used the numerical approach in this publication to solve this application.
In the remaining sections of the article are laid out based on the following: In Section 2, MIE’s existence and unique solutions are discussed. Section 3 is devoted to studying the convergence and stability of the solution. Section 4 applies the QNM to transform the MIE into an SFIE. The existence of a unique solution to the SFIE is discussed in Section 5. In Section 6, LPM is presented to transform SFIE into SLAE. The stability of the error is presented in Section 7. In Section 8, some numerical results are given to illustrate the effectiveness of the proposed algorithms. Conclusion of the paper and Analysis of the results presented in Section 9.
2. Existence and Unique Solution of MIE
Banach’s fixed point theory discusses the existence and uniqueness solution of the MIE (1). For this, we write (1) in the integral operator form:
Then, suppose the next conditions
- (I)
- the kernel of position satisfiesis constant.
- (II)
- The kernel of time satisfies is a constant
- (III)
- The function with its partial derivatives with respect to x and t are continuous in and for constant its norm is
- (IV)
- The function behaves in as the free function and its norm is defined as
Theorem 1.
The MIE (1) has an existence and unique solution, under the condition
To prove the existence and uniqueness of the solution for the MIE (1) we must prove the next two lemmas:
Lemma 1.
According to the conditions (I)–(IV), and in the space (−1, 1) × C[0, T], T < 1, the operator maps the space into itself.
Proof.
Depending with the conditions (II) and (III), after implementation Hölder inequality, the IE (3) yields
From conditions (I), (II) and (IV), we have
The inequality (6) tells us which the operator maps the ball into itself, where
Consequently, we get Additionally, the inequality (6) includes the limitation of the integral operator where
□
Lemma 2.
Under the conditions (I), (II) and (IV), the integral operator is a contraction in the space (−1, 1) × C[0, T].
Proof.
Assume the two different functions then we have
After using conditions (II) and (IV), the above inequality develop into
Applying Hölder inequality, then using condition (I), we obtain
From inequality (9) we decide that: the operator is continuous in the space and then it is a contraction operator, according to the case Therefore, with Banach fixed point theory, is a unique fixed point that is the unique solution of Equation (3). □
3. Convergence and Stability of Solution
This part dealt with the study of convergence and stability of solutions. For the simple iteration we can choose two arbitrary functions satisfying the relations
Using Equations (10) and (11), we can establish the following integral equation
where
Hence, from the above Equations (12) and (13), we deduce the following
and
So, it is clear that if, in Equation (14), we have
From Formula (16) tells us that we can construct a new sequence and this sequence represents the general solution if
Theorem 2.
Under the conditions (I)–(III) the finite sequence is uniformly convergent and it leads to the unique solution, if
Proof.
Using Cauchy-Schwarz inequality on the domain of integration Equation (12) becomes
Applying conditions (I) and (II), we have
The above inequality can adapt to take the form
Using mathematical induction and condition (III), we obtain
Equation (18) shows the convergent sequence uniformly, Furthermore, it confirms the convergent solution of the sequence Since is uniformly continuous, and
hence is uniformly convergent with an infinite series. □
4. Quadratic Numerical Method
In the present section, QNM is applied to transform the MIE of position and time (1) into SFIE in position. For this purpose, we split the interval as where Hence Equation (1) can be written in the form:
write Equation (19) in the form
where
Rewrite Equation (20) in the form
which represents a SFIE, of the third kind
5. The Existence of a Unique Solution of the SFIE
To prove the existence of a unique solution of the SFIE (21), let E be the set of all continuous functions in the space where and we can define the norm in the Banach space E by
Under the next conditions
- (a)
- The kernel of position fulfills Fredholm condition
- (b)
- const)
- (c)
Theorem 3.
The infinite series convergence uniformly to a continuous function
Proof.
Constructing a series of solutions in the form is the next step
Introduce the function such that In this case, the integral Equation (22), becomes
Using the norm properties in (23) we following
Using conditions (a)–(b), then with the aid of mathematical induction and condition (c), finally we have
The result of inequality (24) leads to say that the sequence of SFIE (21) is convergence uniformly and the system has a unique solution when □
6. Lerch Polynomials Method and Singular Integral Equations
In this section LPM applied to obtain the solution of SFIE (21).
Definition 1.
The formula for the explicit expression of the Lerch polynomials is provided as [28,29,30]:
where is the initial value, λ is a parameter and is Stirling numbers of the first kind.
Several characteristics of the Stirling numbers [31,32] are as follows:
From Equation (25), the first six Lerch polynomials are given as follows:
Lerch Matrix Collocation Method
The truncated Lerch series expression is structured to represent the approximate solution to Equation (21), and it reads as follows:
where are the unknown coefficients.
There are three approaches to treating the integral segment with a strong kernel. In this section, we use LPM, as a numerical method. Therefore, it is suitable to use “displacement of singular points”. As for the other two methods, they will be mentioned simply at the end, commenting on the results under the item “conclusion”.
Rewrite the position integral term of Equation (21) in the form:
Substituting from (26), (27) into (21) we obtain
Adapting Equation (28) to take the form
Using the values of in the integral terms of (29), we follow
Introducing Equation (30) in Equation (29), we have
The formula (31) can adapt in the form
where
Using suitable collocation points in the interval (−1,1), such as the collocation points which used in [33], hence Equation (32) reduced to the following SLAE
Solving the above SLAE we obtain the unknown coefficients, then we obtain the approximate solution from (26).
7. The Stability of the Error
It is known that the error resulting from numerical solutions depends on the error of the method used, then the error resulting from the approximation of the solution, and finally the error of the program used. The error equation is always in the form of the original equation to be solved. In this particular instance, the error produced is represented by the disparity among both the analytical and numerical solutions. If the analytic solution is and the corresponding numerical solution is approximate to Then the error can be calculated in the form
The above equation can adapt in the form
The reader can prove that: the error of Equation (35), under the condition (I) and (II) is convergence and of order Also, for the linear system the error integral Equation (35) can take the form
Theorem 4.
Under the next conditions the error is stable in the space
Proof.
Since
Using Cauchy-Schwarz inequality on the domain of integration we have
By using the above conditions of Theorem 4, we have
The above inequality tells us that if then □
Theorem 5.
The representation of the error is unique.
Proof.
Consider we have two representation of the error such that
Then, we have
i.e.,
In the above inequality, if then □
8. Numerical Computations
In this section implementation examples have been introduced by using QNM and LPM.
Example 1.
Consider the following MIE of the third kind with strongly symmetric kernel:
where is specified by laying
- Case (11), if then Equation (37) becomes of the second kind and can be expressed in writing using a format
- Case (12), if then Equation (37) becomes of the third kind and written in the formNow applying QNM and LPM for Equations (38) and (39) when
The approximate solutions in cases (11) and (12) are given in the form:
- For case (11)
- For case (12)
The absolute errors in case (11) with different values of are shown in Table 1, Figure 1, Figure 2 and Figure 3 comparison between exact and approximate solution when approaching in Figure 4, also the absolute errors in case (12) are shown in Table 2, Figure 5, Figure 6 and Figure 7.
Table 1.
Absolute error example 1 case (11).
Figure 1.
The absolute error of example 1 case (11), T = 0.2.
Figure 2.
The error of example 1 case (11), T = 0.4.
Figure 3.
The error of example 1 case (11), T = 0.6.
Figure 4.
The exact and approximate solution of example 1 case (11), T = 0.2.
Table 2.
Absolute error example 1 case (12).
Figure 5.
The error of example 1 case (12), T = 0.2.
Figure 6.
The error of example 1 case (12), T = 0.4.
Figure 7.
The error of example 1 case (12), T = 0.6.
In example 1, a relation between the accurate solution and the approximate response is shown in Figure 4 it is clear that the exact solution matches the approximate solution and this indicates the extent and clarity of the method. Also comparison between the absolute errors presented in Figure 1, Figure 2 and Figure 3, Figure 5, Figure 6 and Figure 7 it is clear that if the time increasing, then the error also increasing, this clear also in Table 1 and Table 2.
Example 2.
Consider the MIE of the third kind:
where is specified by laying
- Case (21) if then Equation (40) becomes of the second kind and can be written in the form
- Case (22) if then Equation (40) becomes of the third kind and written in the formApplying QNM and LPM for Equations (41) and (42) when The absolute errors in cases (21) and (22) presented in Table 3 and Table 4 and Figure 8, Figure 9, Figure 10, Figure 11, Figure 12 and Figure 13.
Table 3. Absolute error example 2 case (21).
Table 4. Absolute error example 2 case (22).
Figure 8. The absolute error of example 2 case (21), T = 0.2.
Figure 9. The absolute error of example 2 case (21), T = 0.4.
Figure 10. The absolute error of example 2 case (21), T = 0.6.
Figure 11. Absolute error of example 2 case (22), T = 0.2.
Figure 12. Absolute error of example 2 case (22), T = 0.4.
Figure 13. Absolute error of example 2 case (22), T = 0.6.
In example 2, comparison between the absolute errors presented in Figure 8, Figure 9, Figure 10, Figure 11, Figure 12 and Figure 13 it is clear that if the time increasing, then the error also increasing, this clear also in Table 3 and Table 4.
Example 3.
Consider the MIE of the third kind:
where is specified by laying
- Case (31) if then Equation (43) becomes of the second kind and can be written in the form
- Case (32) if then Equation (43) becomes of the third kind and written in the formApplying QNM and LPM for Equations (44) and (45) when The absolute errors in cases (31) and (32) presented in Table 5 and Table 6 and Figure 14, Figure 15, Figure 16, Figure 17, Figure 18 and Figure 19.
Table 5. Absolute error example 3 case (31).
Table 6. Absolute error example 3 case (32).
Figure 14. Absolute error of example 3 case (31), T = 0.2.
Figure 15. Absolute error of example 3 case (31), T = 0.4.
Figure 16. Absolute error of example 3 case (31), T = 0.6.
Figure 17. Absolute error of example 3 case (32), T = 0.2.
Figure 18. Absolute error of example 3 case (32), T = 0.4.
Figure 19. Absolute error of example 3 case (32), T = 0.6.
Similarly as in examples 1 and 2 comparison between the absolute errors of example 3 are presented in Figure 14, Figure 15, Figure 16, Figure 17, Figure 18 and Figure 19 it is clear that if the time increasing, then the error also increasing, this clear also in Table 5 and Table 6.
Example 4.
Consider the following MIE of the second kind:
where is specified by laying
Similarly as the above examples the absolute errors by using QNM and LPM are presented in Table 7 and Figure 20, Figure 21 and Figure 22:
Table 7.
Absolute error example 4.
Figure 20.
Absolute error of example 4, T = 0.2.
Figure 21.
Absolute error of example 4, T = 0.4.
Figure 22.
Absolute error of example 4, T = 0.6.
9. Conclusions
In the present work, QNM was implemented to overcome MIE in dimensional with a strongly symmetric singular kernel in the space the MIE is converted to SFIE we can deal with the strong kernel in three techniques:
- The first technique is removing the singularity which presented in Section 6.
- The second technique (Cauchy method) is integrating Equation (21) by parts and using the boundary conditions (2), we haveThe above Equation has the solutiona solution exists if the next conditions are fulfilled:
- The third technique (approximate kernel) is to assume the approximate sequence be a sequence of kernels that satisfy the conditionthen there exists a positive integer such that
- Comparison of results: In example (1): It is noticeable in the first example, the first case, that there is a very large convergence between the positive and negative values of the integration region. It is also noted that the lowest numerical value of the error is when
Also, we notice that the highest value of error is atx T = 0 T = 0.2 T = 0.4 T = 0.6 0.4 0 x T = 0 T = 0.2 T = 0.4 T = 0.6 0.8 0
In the case of the mixed integral equation of the third kind, we note that: the rate of error change for all values of x is very small, which gives a sign that in the third type, there is a semi-stability in the error value. Also, when the time is increased by a rate of we find that the error rate increases by (const
Also, the same remarks were realized in the following example and other examples, and important results can be reached, which is when the solution is in the form of the sum of two functions in time and position, we find that the error in successive times increases. This increase will be somewhat high, especially in the mixed equation of the second kind. As for the mixed equation of the second kind, it is more stable.
Based on the findings and discussion above, we can say the next:
- 1-
- The objective of this article is to obtain a qualitative analysis of the solution of a mixed integral equation having a single kernel in position and another continuous kernel in time. This was done by proving the existence and uniqueness of the solution. In addition, a numerical approach was taken using the Lerch matrix method, which provides a numerical solution in a rapidly converging power series with a computable series under imposed conditions.
- 2-
- The numerical method used, along with the displacement method, is concentrated in converting the odd integral equations into ordinary integrals that can be easily solved. In addition, the LMC method is very efficient and leads to significant savings in calculation time as well as accuracy in results.
- 3-
- CPU time in example 1: is 0.09 s, in example 2: is 0.06 s, in example 3: is 0.06 s and the memory: 30.37 M.
- 4-
- This paper is comprehensive for three types of mixed integral equations, in which mixed integral equations of the first, second and third kind were studied. This complete inclusion of the three types was obtained numerically through the examples mentioned.
10. The Future Work
We will consider the following mixed integro-differential equation:
under the conditions
Author Contributions
Conceptualization, M.A.A.; Methodology, S.E.A., A.M.S.M., M.A.A. and D.S.M.; Software, A.M.S.M., M.A.A. and D.S.M.; Validation, M.A.A.; Formal analysis, S.E.A., A.M.S.M. and D.S.M.; Resources, S.E.A. and M.A.A.; Data curation, A.M.S.M. and D.S.M.; Writing—original draft, S.E.A., A.M.S.M., M.A.A. and D.S.M.; Writing—review & editing, A.M.S.M., M.A.A. and D.S.M.; Project administration, S.E.A.; Funding acquisition, S.E.A. All authors have read and agreed to the published version of the manuscript.
Funding
This research received no external funding.
Data Availability Statement
No instructional records have been created or comfortable with the ongoing assessment data in this original copy.
Acknowledgments
The authors would like to thank the Deanship of Scientific Research at Umm Al-Qura University for supporting this work by Grant Code: (22UQU4282396DSR01).
Conflicts of Interest
No conflict of interest existed when this article’s original draft, publications, or appearance tool place.
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