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西 南 交 通 大 学 学 报

第 55 卷 第 1 期

2020 年 2 月

JOURNAL OF SOUTHWEST JIAOTONG UNIVERSITY

Vol. 55 No. 1

Feb. 2020

ISSN: 0258-2724 DOI:10.35741/issn.0258-2724.55.1.41

Research article

Mathematics

S

OLVING A

S

YSTEM OF

S

INGULAR

P

ERTURBATION

P

ROBLEMS VIA

N

EURAL

N

ETWORKS

通过神经网络解决奇异摄动问题系统

Rana Taleb Shwayaa a, Manar Joundy Hazar b, Mustafa Radif c, Jmal Aldeen Dahi d

a Department of Mathematics, College of Education, University of Al-Qadisiyah P.O. Box 88, Al Diwaniyah, AL-Qadisiyah, Iraq, [email protected]

b

Computer Center, University of Al-Qadisiyah

P.O. Box 88, Al Diwaniyah, AL-Qadisiyah, Iraq, [email protected]

c College of Computer Science and Information Technology, University of Al-Qadisiyah P.O. Box 88, Al Diwaniyah, AL-Qadisiyah, Iraq, [email protected]

d

College of Dentistry, University of Al-Qadisiyah

P.O. Box 88, Al Diwaniyah, AL-Qadisiyah, Iraq, [email protected]

Abstract

In this work, we will introduce a new procedure to solve a system of singular perturbation problems (SSPPs) via artificial neural networks. The neural networks use the code of back propagation with altered training algorithms such as quasi-Newton, Levenberg-Marquardt, and Bayesian regularization. In our research, we provide examples of two different types of systems, showing the accuracy, speed, resolution, and convergence of the new technology, the effectiveness of using the network techniques for solving this type of equations. The convergence properties of the technique and accuracy of the interpolation technique are considered.

Keywords: Singular Perturbation Problem, Neural Network, Levnberg-Marquardt

摘要 在这项工作中,我们将介绍一种通过人工神经网络解决奇异摄动问题(SSPPs)系统的新过程。 神经网络将反向传播代码与经过更改的训练算法(如准牛顿,莱文贝格-马夸特和贝叶斯正则化)结 合使用。 在我们的研究中,我们提供了两种不同类型的系统的示例,这些示例显示了新技术的准确 性,速度,分辨率和收敛性,以及使用网络技术求解此类方程式的有效性。考虑了该技术的收敛性和 内插技术的准确性。 关键词: 奇摄动问题,神经网络,莱文贝格-马夸特

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I.

I

NTRODUCTION

The idea for this paper came from previous research by Tawfiq and Al-Abrahemee, which attempted to solve one singular perturbation problem equation [1]. This work has been developed to be a system of particular perturbation problems. Several problems ascending from the actual design cannot be resolved fully by analytical solution. One of the best imperative difficulties ascending in some other sciences is SPPs. The SPPs are measured in differential equations wherever the main derivatives are increased in lesser constraints, which are a central subcategory of stiff problems. These difficulties need to be regularly resolved arithmetically; conversely, for they are stiff and the answer is contingent on the lesser constraint, (naturally piece boundary layers), the numerical behavior of these difficult offerings definite main computational complications. Some structures have been advanced for the arithmetical answer of SPPs [2], [3], [4], [5], [6]. However, there is a certain event of s in which the answers are efficiently variable and ε-independent (parameter

ε), while the problems become very stiff as the

small parameter, ε, tends to zero [7], [8], [9]. The aim of this study is to solve the system of system of singular perturbation problems with a new technology, parallel processing technology via neural networks, and the neural network is Levenberg-Marquardt algorithm (LM).

II.

S

INGULAR

P

ERTURBATION

P

ROBLEMS

[10]

Perturbation theory is an assembly of ways for finding estimated answers to difficulties, including a small parameter . These methods are very powerful, thus, occasionally, it is essentially suitable to present a parameter ε momentarily into a problem, taking no small parameter, and then lastly to set = 1 to improve the new problem. The method of perturbation theory is to fester a rough problem into a (unlimited) number of comparatively informal ones. Perturbation theory is most expedient when the first few steps reveal the imperative structures of the answer and the lasting ones provide small improvements. We order perturbation answers into two varieties. A simple article of consistent perturbation problems is that the exact answer for small but nonzero ε smoothly approaches the composed solution as → 0. We define a singular perturbation problem as one whose answer for = 0 is essentially altered in attraction from the “neighboring” answers obtained in the bound → 0.

III.

L

EVENBERG

-M

ARQUARDT

A

LGORITHM

(LM)

[11]

The performance indicator to be improved is defined as

(1) where consists of all weights of the network, is the chosen importance of the yield and the pattern, is the definite importance of the yield and the form, is the numeral of the weights, is the number of the form, and is the numeral of the network yield.

Equation (1) could be

(2) where

where is the increasing error vector (for all forms) from equation (2), the Jacobian matrix is defined as

= (3)

Weight can be calculated through the following equation:

(4) Such that I is identified as the unit matrix, is the learning consideration, and J is Jacobian of m yield error. The consideration is robotically attuned at all iterations in the command to protect the conjunction; the algorithm needs

computation

the Jacobian matrix at each iteration stage and the transposition of the square matrix, the length of which is * .

IV.

I

LLUSTRATION OF THE

M

ETHOD

In this section, we will show how our method can be used to find the estimated answer to the

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overall formula—a first order of a system of ordinary singular perturbation problems (SSPPs). (5)

Such that perturbation parameter with , (i = 1, . . . ,K), we consider one neural network for each trial solution (i =1, . . . ,K), which is written as follows:

(6)

We minimize the following error quantity:

(7)

V.

N

UMERICAL

E

XAMPLES

In this section of the paper, we will take two examples of two different cases of systems of perturbation equations of diverse values of the

perturbed parameter and then compare the approximate solutions of the offered method with analytical solutions to show the accuracy of the method and the speed of convergence.

A. Example 1 [7]

Let the SPPs

(4)

B. Example 2

Let the SPPs [8]

The exact solution of this problem is as follows:

(5)
(6)

R

EFERENCES

[1]

TAWFIQ,

L.N.M.

and

AL-ABRAHEMEE, K.M.M. (2014) Design

Collocation Neural Network to Solve

Singular Perturbed Problems with Initial

Conditions. International Journal of Modern

Engineering Sciences, 3 (1), pp. 29-38.

[2] KADALBAJOO, M.K. and PATIDAR,

K.C. (2002) A survey of numerical

techniques for solving singularly perturbed

ordinary differential equations. Applied

Mathematics and Computation, 130 (2-3), pp.

457-510.

[3] KUMAR, M., SINGH, P., and MISHRA,

H.K.

(2007)

A

recent

survey

on

computational

techniques

for

solving

singularly erturbed boundary value problems.

International

Journal

of

Computer

Mathematics, 84 , pp. 1-25.

[4]

DOˇGAN,

N.,

ERTURK,

V.S.,

MOMANI, S., AKIN, O¨., and YILDIRIM,

A. (2011) Differential transform method for

solving singularly perturbed Volterra integral

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[5] EL-ZAHAR, E.R. (2013) Approximate

analytical solutions of singularly perturbed

fourth order boundary value problems using

differential transform method. Journal of

King Saud University - Science, 25 (3), pp.

257-265.

[6] EL-ZAHAR, E.R. (2014) Applications of

Adaptive Multi Step Differential Transform

Method to Singular Perturbation Problems

Arising in Science and Engineering. Applied

Mathematics and Information Sciences, 9 (1),

pp. 223-232.

[7] IXARU, L.G., VANDEN BERGHE, G.,

and DE MEYER, H. (2000) Frequency

evaluation in exponential fitting multistep

algorithms

for

ODEs.

Journal

of

Computational and Applied Mathematics,

140, pp. 423-434.

[8] KAPS, P. (1981) Rosenbrock-type

methods.

In:

DAHLQUIST,

G.

and

JELTSCH, R. (eds.) Numerical Methods for

Stiff Initial Value Problems. Aachen: Institut

für Geometrie und Praktische Mathematik

RWTH Aachen.

[9] AMINIKHAH, H. (2012) The Combined

Laplace Transform and New Homotopy

Perturbation Methods for Stiff Systems of

ODEs. Applied Mathematical Modelling, 36

(8), pp. 3638-3644.

[10] KEVORKIAN, J. and COLE, J.D.

(1981) Perturbation Methods in Applied

Mathematics. New York: Springer.

[11] CHAKRAVERTY, S., MARWALA, T.,

and GUPTA, P. (2006) Response Prediction

of Structural System Subject to Earthquake

Motions Using Artificial Neural Network.

Asian Journal of Civil Engineering, 7 (3), pp.

301-308.

参考文:

[1]

TAWFIQ

, L.N.M 。 和

AL-ABRAHEMEE , K.M.M. ( 2014 ) 设 计 搭

配神经网络,以解决初始条件下的奇异摄

动问题。国际现代工程科学杂志,3(1),

第 29-38 页。

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[2] KADALBAJOO , M.K 。 以 及

PATIDAR,K.C.(2002)对数值技术的研

究,用于解决奇摄动的常微分方程。应用

数学与计算,130(2-3),第 457-510 页。

[3] M. KUMAR , P 。 SINGH 和 H.K.

MISHRA(2007)关于计算技术的最新调

查,用于解决奇异的边值问题。国际计算

机数学杂志,84,第 1-25 页。

[4] DOˇGAN , N. , ERTURK , V.S. ,

MOMANI,S.,AKIN,O. 和 YILDIRIM,

A.(2011)微分变换方法,用于求解奇摄

动的沃尔泰拉积分方程。沙特国王大学学

报-科学,23(2),第 223-228 页。

[5] EL-ZAHAR,E.R.(2013)使用微分变

换方法的奇摄动四阶边值问题的近似解析

解。沙特国王大学学报(科学)25(3),

第 257-265 页。

[6] EL-ZAHAR,E.R。(2014)自适应多

步微分变换方法在科学和工程领域引起的

奇异摄动问题中的应用。应用数学和信息

科学,9(1),第 223-232 页。

[7] IXARU,L.G.,VANDEN BERGHE,

G. 和 DE MEYER,H.(2000)颂指数拟

合多步算法中的频率评估。计算与应用数

学学报,140,第 423-434 页。

[8] KAPS,P.(1981)罗森布鲁克型方法。

在:DAHLQUIST,G。和 JELTSCH,R。

(编辑)初值初值问题的数值方法。亚

琛:亚琛工业大学和综合数学研究所。

[9] AMINIKHAH,H.(2012)组合的拉普

拉斯变换和新的同伦摄动方法用于颂的刚

性 系 统 。 应 用 数 学 建 模 , 36 ( 8 ) , 第

3638-3644 页。

[10] KEVORKIAN , J. 和 COLE , J.D.

(1981)应用数学中的摄动方法。纽约:

施普林格。

[11] CHAKRAVERTY , S. , MARWALA ,

T. 和 GUPTA,P.(2006)使用人工神经

网络预测结构系统在地震作用下的响应。

亚洲土木工程学报,7 (3),第 301-308 页。

参照

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