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New Seven-Step Numerical Method for Direct Solution of Fourth Order Ordinary Differential Equations

Abstract

A new numerical method for solving fourth order ordinary differential equations directly is proposed in this paper. Interpolation and collocation were employed in developing this method using seven steps. The use of the approximated power series as an interpolation equation was adopted in deriving the method. The basic properties of the new method such as zero-stability, consistency, convergence and order are established. The numerical results indicate that the new method gives better accuracy than the existing methods when it is applied to fourth ordinary differential equations.

Keywords

1 Introduction

The general fourth order ordinary differential equations (ODEs) of the form

\[y^{(4)} = f(x, y, y', y'', y''') \quad y^{(s)}(x_0) = y_s, s = 0 (1)3, x \in [x_0, b]\] (1)

are considered in this paper. Eq. (1) can be solved by reducing it to its equivalent first order system as mentioned in [1-9]. However, this approach suffers some setbacks, such as evaluation of too many functions and heavy computation (see [10-12]).

Direct methods of solving Eq. (1) have been examined by several researchers [10,12-14]. They developed linear multistep methods using interpolation and collocation whereby the use of the approximated power series as a basis function was considered. Kayode [12] developed an efficient zero-stable numerical method with step number k=4 and 5 for fourth order initial value problems (IVPs), which was implemented in predictor-corrector mode. Furthermore, a five-step block method for solving fourth order ODEs directly is presented in [10]. In addition, in [13] and [14] six-step block methods are developed for solving fourth order ODEs using a multistep collocation approach whereby collocation points are selected at some grid points. These methods, however, have low accuracy.

In order to improve the accuracy of the existing methods, this article proposes a new block method for directly solving general fourth order IVPs of ODEs by increasing step number k.

2 Methodology

Let the approximate solution to Eq. (1) be a power series of the form

\[y(x) = \sum_{j=0}^{k+4} a_j x^j\] (2)

where k is the step number. The fourth derivative of Eq. (2) gives

\[y^{(4)}(x) = \sum_{j=4}^{k+4} j(j-1)(j-2)(j-3)a_j x^{j-4} = f(x, y, y', y'', y''')\] (3)

Eq. (2) is interpolated at \(x = x_{n+i}\), i = (k-5)(1)(k-2) and Eq. (3) is collocated at \(x = x_{n+1}, i = 0(1)k\). This gives a system of equations in the form

\[AX = B \tag{4}\] where

\[X = \begin{bmatrix} a_0 \\ a_1 \\ a_2 \\ a_3 \\ \vdots \\ a_{k+4} \end{bmatrix}, B = \begin{bmatrix} y_{n+k-5} \\ y_{n+k-4} \\ y_{n+k-3} \\ \vdots \\ y_{n+k} \end{bmatrix},\]

\[\text{[rumus tidak dapat ditampilkan dengan baik — lihat PDF asli]}\]

By using Gaussian elimination, the values of \(a_j\)'s, j = 0(1)k + 4 in Eq. (4) are obtained and then substituted into Eq. (2) to give a continuous linear multistep method in the form

\[y(t) = \sum_{i=k-5}^{k-2} \alpha_j(t) y_{n+j} + h^4 \sum_{i=0}^{k} \beta_j(t) f_{n+j}\] (5)

For k = 7, we have

\[\begin{pmatrix} \alpha_{2}(t) \\ \alpha_{3}(t) \\ \alpha_{4}(t) \\ \alpha_{5}(t) \end{pmatrix} = \begin{pmatrix} -1 & \frac{-11}{6} & -1 & \frac{-1}{6} \\ 4 & 7 & \frac{7}{2} & \frac{1}{2} \\ -6 & \frac{-19}{2} & -4 & \frac{-1}{2} \\ 4 & \frac{13}{3} & \frac{3}{2} & \frac{1}{6} \end{pmatrix} \begin{pmatrix} t^{0} \\ t^{1} \\ t^{2} \\ t^{3} \\ t^{4} \\ t^{5} \\ t^{6} \\ t^{7} \\ t^{8} \\ t^{9} \\ t^{10} \\ t^{11} \\ t^{2} \end{pmatrix}\] where

\[\text{[rumus tidak dapat ditampilkan dengan baik — lihat PDF asli]}\]

The values of w, u and v are w = 119750400, u = 13305600, v = 23950080, for \(t = \frac{x - x_{n+6}}{h} .\)

Eq. (5) is evaluated at the non-interpolating points, i.e. t = -6, -5, 0 and 1, to produce the discrete schemes. The first, second and third derivatives of Eq. (5) are evaluated at all the points within the interval, i.e. t = -6, -5, -4, -3, -2, -1, 0and 1, to give the derivatives of the discrete schemes. These schemes are combined in a matrix, whereby both the y and the f function are multiplied by the inverse of the coefficients of \(y_{n+j}\), j = 0(1)k. This yields a block of the form

\[A^{0}Y_{N} = A'Y_{N-1} + hA''Y_{N-1}' + h^{2}B'Y_{N-1}'' + h^{3}B''Y_{N-1}''' + h^{4}(E^{0}F_{N} + E^{1}F_{N-1})\] (6)

where

\[Y_{N} = \begin{pmatrix} y_{n+1} \\ y_{n+2} \\ \vdots \\ y_{n+k} \end{pmatrix}, Y_{N-1} = \begin{pmatrix} y_{n-k+1} \\ y_{n-k+2} \\ \vdots \\ y_{n} \end{pmatrix}, Y_{N-1}' = \begin{pmatrix} y_{n-k+1}' \\ y_{n-k+2}' \\ \vdots \\ y_{n}' \end{pmatrix}, Y_{N-1}'' = \begin{pmatrix} y_{n-k+1}'' \\ y_{n-k+2}'' \\ \vdots \\ y_{n}'' \end{pmatrix}, Y_{N-1}'' = \begin{pmatrix} y_{n-k+1}'' \\ y_{n-k+2}'' \\ \vdots \\ y_{n}'' \end{pmatrix}, Y_{N-1}'' = \begin{pmatrix} y_{n-k+1}'' \\ y_{n-k+2}' \\ \vdots \\ y_{n}'' \end{pmatrix}, Y_{N-1}'' = \begin{pmatrix} f_{n-k+1} \\ f_{n-k+2} \\ \vdots \\ f_{n} \end{pmatrix}.\]

If k = 7, we obtain

\[A^{0} = \begin{pmatrix} 1 & 0 & 0 & 0 & 0 & 0 & 0 \\ 0 & 1 & 0 & 0 & 0 & 0 & 0 \\ 0 & 0 & 1 & 0 & 0 & 0 & 0 \\ 0 & 0 & 0 & 1 & 0 & 0 & 0 \\ 0 & 0 & 0 & 0 & 1 & 0 & 0 \\ 0 & 0 & 0 & 0 & 0 & 1 & 0 \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 \end{pmatrix}, \qquad A' = \begin{pmatrix} 0 & 0 & 0 & 0 & 0 & 0 & 1 \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & 1 \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & 1 \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & 1 \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & 1 \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & 1 \end{pmatrix},\]

\[A'' = \begin{pmatrix} 0 & 0 & 0 & 0 & 0 & 0 & 1 \\ 0 & 0 & 0 & 0 & 0 & 0 & 2 \\ 0 & 0 & 0 & 0 & 0 & 0 & 3 \\ 0 & 0 & 0 & 0 & 0 & 0 & 4 \\ 0 & 0 & 0 & 0 & 0 & 0 & 6 \\ 0 & 0 & 0 & 0 & 0 & 0 & 7 \end{pmatrix}, \quad B' = \begin{pmatrix} 0 & 0 & 0 & 0 & 0 & \frac{1}{2} \\ 0 & 0 & 0 & 0 & 0 & 0 & 2 \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{9}{2} \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & \frac{9}{2} \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & \frac{25}{2} \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & \frac{25}{2} \\ 0 & 0 & 0 & 0 & 0 & 0 & 0 & \frac{49}{2} \end{pmatrix},\]

\[B'' = \begin{pmatrix} 0 & 0 & 0 & 0 & 0 & 0 & \frac{1}{6} \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{4}{3} \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{9}{2} \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{32}{3} \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{32}{6} \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{125}{6} \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{343}{6} \end{pmatrix}, \quad E^1 = \begin{pmatrix} 0 & 0 & 0 & 0 & 0 & \frac{3102701}{119750400} \\ 0 & 0 & 0 & 0 & 0 & \frac{315461}{467775} \\ 0 & 0 & 0 & 0 & 0 & \frac{526077}{492800} \\ 0 & 0 & 0 & 0 & 0 & \frac{312608}{467775} \\ 0 & 0 & 0 & 0 & 0 & \frac{25842625}{4790016} \\ 0 & 0 & 0 & 0 & 0 & \frac{110052}{11550} \\ 0 & 0 & 0 & 0 & 0 & 0 & \frac{262892693}{17107200} \end{pmatrix}\]

4137616512252154150203967805187898451735162956
119750400119750400119750400119750400119750400119750400119750400
315461306810320335233050109899301763665
467775467775467775467775467775467775467775
\(E^0 =\)16164361195317134820098536546558812797115552
492800492800492800492800492800492800492800
1096960616032838400599480283392779209472
467775467775467775467775467775467775467775
98195000427331257476250049290625236880006516875792500
4790016479001647900164790016479001647900164790016
440802151632344790199260103518279723402
11550115501155011550115501155011550
1093194508301769685884720480438242525266827932643540038163400
17107200171072001710720017107200171072001710720017107200

The corresponding derivatives of Eq. (6) are given by

\[\begin{pmatrix} y'_{n+1} \\ y'_{n+2} \\ y'_{n+3} \\ y'_{n+4} \\ y'_{n+5} \\ y'_{n+6} \\ y'_{n+7} \end{pmatrix} = \begin{pmatrix} 1 \\ 1 \\ 1 \\ 1 \\ 1 \\ 1 \end{pmatrix} y'_{n} + \begin{pmatrix} 1 \\ 2 \\ 3 \\ 4 \\ 5 \\ 6 \\ 7 \end{pmatrix} hy'' + \begin{pmatrix} \frac{1}{2} \\ \frac{9}{2} \\ 8 \\ \frac{25}{2} \\ 18 \\ \frac{49}{2} \end{pmatrix} h^{2} y''' + h^{3} T \begin{pmatrix} f_{n} \\ f_{n+1} \\ f_{n+2} \\ f_{n+3} \\ f_{n+4} \\ f_{n+5} \\ f_{n+6} \\ f_{n+7} \end{pmatrix}\] where

\[T = \begin{bmatrix} \frac{335799}{3628800} & \frac{562618}{362800} & \frac{-662757}{362800} & \frac{694230}{362800} & \frac{-506675}{362800} & \frac{239406}{362800} & \frac{-65823}{362800} & \frac{8002}{362800} \\ \frac{13376}{28350} & \frac{38762}{28350} & \frac{-32823}{28350} & \frac{34730}{28350} & \frac{-25300}{28350} & \frac{11934}{28350} & \frac{-3277}{28350} & \frac{398}{28350} \\ \frac{51327}{44800} & \frac{183654}{44800} & \frac{-105381}{44800} & \frac{135450}{44800} & \frac{-98955}{44800} & \frac{46818}{44800} & \frac{-12879}{44800} & \frac{1566}{44800} \\ \frac{29976}{14175} & \frac{118432}{14175} & \frac{-46608}{14175} & \frac{86880}{14175} & \frac{-7632}{14175} & \frac{928}{14175} \\ \frac{2451875}{145152} & \frac{2052250}{145152} & \frac{-577125}{145152} & \frac{1603750}{145152} & \frac{-891875}{145152} & \frac{456750}{145152} & \frac{-125375}{145152} & \frac{15250}{145152} \\ \frac{6912}{1400} & \frac{30024}{1400} & \frac{-6156}{1400} & \frac{24840}{1400} & \frac{-10800}{1400} & \frac{7128}{1400} & \frac{-1764}{1400} & \frac{216}{1400} \\ \frac{3520209}{518400} & \frac{15697738}{518400} & \frac{-2369787}{518400} & \frac{13613670}{518400} & \frac{-4621925}{518400} & \frac{4336206}{518400} & \frac{-655473}{518400} & \frac{114562}{518400} \\ \hline \end{cases}\]

\[\text{[rumus tidak dapat ditampilkan dengan baik — lihat PDF asli]}\] for

308455704619-759771785218-569816268387-736428940
13447801344780134478013447801344780134478013447801344780
1493955642-3498639950-2940513926-3832466
2835028350283502835028350283502835028350
4967732113614-6509971394820-985365465102-12789915552
604800604800604800604800604800604800604800604800
M =1582471152-1149656720-2996014736-4072496
IVI1417514175141751417514175141751417514175
102425475000-40125421250-130625102900-268753250
7257672576725767257672576725767257672576
5972826-1082670-495918-12618
350350350350350350350350
865064136001200400000-34000160800244005453
4318243182431824318243182431824318243182

\[\begin{pmatrix} y_{n+1}^{"'} \\ y_{n+2}^{"'} \\ y_{n+3}^{"'} \\ y_{n+4}^{"'} \\ y_{n+5}^{"'} \\ y_{n+6}^{"'} \\ y_{n+7}^{"'} \end{pmatrix} = \begin{pmatrix} 1 \\ 1 \\ 1 \\ 1 \\ 1 \\ 1 \\ 1 \end{pmatrix} y_{n}^{"'} + hN \begin{pmatrix} f_{n+1} \\ f_{n+2} \\ f_{n+3} \\ f_{n+4} \\ f_{n+5} \\ f_{n+6} \\ f_{n+7} \end{pmatrix}\] for

136799139849-121797123133-8854741499-113511375
120960120960120960120960120960120960120960120960
553529320-319512240-96354680-1305160
1890018900189001890018900189001890018900
662533975688529635-151656885-1865225
2240022400224002240022400224002240022400
N =27814482161784-106216-648
1v —945945945945945945945945
7155367256975416251362517055-2475275
2419224192241922419224192241922419224192
412162727227216410
1401401401401401401400
525725039926120923209239261250395257
\(\sqrt{17280}\)17280\(\overline{17280}\)\(\overline{17280}\)172801728017280\(\frac{17280}{17280}\)

3 Analysis of the Properties of the Block Method

3.1 Order of the Method

The linear operator associated with Eq. (6) can be defined as

\[L\{y(x):h\} = A^{0}Y_{N} - A'Y_{N-1} - hA''Y_{N-1}' - h^{2}B'Y_{N-1}'' - h^{3}B''Y_{N-1}'''\]\[-h^{4}(E^{0}F_{N} + E'F_{N-1})\] (7)

Eq. (7) is expanded in Taylor series, which gives

\[L[y(x):h] = C_0 y(x) + C_1 h y'(x) + \dots + C_p h^{(p)} y^{(p)}(x) + C_{p+1} h^{(p+1)} y^{(p+1)}(x) + \dots\]

The Eq. (6) and the associated linear operator are said to have order p if \(C_0 = C_1 = C_2 = \dots = C_p = C_{p+1} = C_{p+2} = C_{p+3} \, 0, C_{p+4} \neq 0\). Therefore, our method's Eq. (6) has order (p) [8,8,8,8,8,8,8]<sup>T</sup> with error constants

\[C_{p+4} = \left[\frac{-40}{90159}, \frac{-44}{6727}, \frac{-73}{2765}, \frac{-53}{781}, \frac{-454}{3269}, \frac{-332}{1343}, \frac{-317}{791}\right]^T \cdot C_{p+4}h^{p+4}y^{(p+4)}(x_n)\] is known as the principal local truncation error at point \(x\).

3.2 Zero Stability of the Method

Block Eq. (6) is said to be zero-stable if the roots \(z_s = 1, 2, ..., N\) of the first characteristic polynomial \(\rho(z) = \det(zA^0 - A')\) satisfies \(|z| \le 1\) and the root |z| = 1 has multiplicity not greater than the order of the differential equation, which is 4.

Now, \(\rho(z) = \det(zA^0 - A') = 0\) implies that \(\rho(z) = z^6(z-1)\). Hence z = 0,0,0,0,0,0,0,0,0,0,0,0. Therefore, the new method's Eq. (6) is convergent because it is zero-stable and has order greater than one.

4 Numerical Experiment

The accuracy of the new method is examined by solving the following differential problems.

Problem 1: \[y^{iv} = x\], \(y(0) = 0\), \(y'(0) = 1\), \(y''(0) = y'''(0) = 0\), \(h = 0.1\)

Exact solution: \[y(x) = \frac{x^5}{120} + x\]

Problem 2: \[y^{iv} + y'' = 0\], \(0 \le x \le \frac{\pi}{2}\), \(y(0) = 0\), \(y'(0) = \frac{-1.1}{72 - 50\pi}\),

\[y''(0) = \frac{1}{144 - 100\pi}, \ y'''(0) = \frac{1.2}{144 - 100\pi}, h = 0.01\]

Exact solution: \[y(x) = \frac{1 - x - \cos x - 1.2 \sin x}{144 - 100\pi}\]

Problem 3: \[y^{iv} = (x^4 + 14x^3 + 49x^2 + 32x - 12)e^x\], \(y(0) = y'(0) = 0\), \(y''(0) = 2\), \(y'''(0) = -6\), \(0 \le x \le 1\).

Exact Solution: \(y(x) = x^2 (1-x)^2 e^x\)

Problem 4: \[y^{iv} = y\] \(y(0) = y'(0) = y''(0) = y'''(0) = 1\), \(0 \le x \le 1\)

Exact Solution: \(y(x) = e^x\)

The results generated after solving the above problems are shown in Tables 1–4.

The following notations are used in Tables 3 and 4:

S2PEB: Sequential implementation of the 2-Point Explicit Block Method.

P2PEB: Parallel implementation of the 2-Point Explicit Block Method.

S3PEB: Sequential implementation of the 3-Point Explicit Block Method.

P3PEB: Parallel implementation of the 3-Point Explicit Block Method.

Table 1 Comparison of new method with [13] and [14] for solving problem 1.

xExact SolutionComputed SolutionError in [13],
k = 6
Error in [14],
k = 6
Error in New
Method, k = 7
0.10.10000008333333333400.1000000833323312507.000024E-101.66666667E-101.002087E-12
0.20.2000026666666666900.2000026666666666908.9999912-103.33333305E-100.000000E+00
0.30.3000202500000000400.30002025000000000402.599993E-095.99999994E-100.000000E+00
0.40.40008533333333333500.40008533333333333505.100033E-097.66666675E-100.000000E+00
0.50.5002604166666666500.5002604166656645607.799979E-099.33333300E-101.002087E-12
0.60.60064800000000000700.6006479999972441601.180009E-081.10000009E-092.755907E-12
0.70.7014005833333334400.7014005833298261301.240003E-081.27166666E-093.507306E-12
0.80.8027306666666667000.8027306666631594001.410006E-081.45333334E-093.507306E-12
0.90.9049207500000000500.9049207499958245001.880000E-081.64999991E-094.175549E-12
1.01.0083333333333333001.0083333333285733001.008335E-081.87666660E-094.759970E-12

Table 2 Comparison of new method with [10] and [12] for solving problem 2.

xExact SolutionComputed SolutionError in [10], k = 5Error in [12],
k = 5
Error in New
Method k = 7
0.10.0001289956228440370.0001289956228440376.5052E-194.8355E-174.607859E-20
0.20.0002573965432101360.0002573965432101361.3010E-181.3933E-165.421011E-20
0.30.0003851957979114740.0003851957979114744.7704E-186.6893E-162.710505E-19
0.40.0005123864839272950.0005123864839272951.7347E-172.0129E-151.084202E-19
0.50.0007649148427853700.0007649148427853714.3368E-174.6736E-154.336809E-19
0.60.0007649148427853700.0007649148427853719.5409E-179.1874E-158.673617E-19
0.70.0008902390165986060.0008902390165986071.8127E-161.6069E-141.084202E-18
0.80.0010149276250181770.0010149276250181793.1571E-162.5407E-141.734723E-18
0.90.0011389740760853630.0011389740760853655.1868E-163.8108E-142.818926E-18
1.00.0012623718420566410.0012623718420566448.0491E-165.4051E-143.469447E-18

Table 3 Comparison of new method with [7] for solving problem 3.

h-valuesNew
Method
Omar In [7]Number
of Steps
Error in New Method,
k = 7
Error in [7]
k = 8
S2PEB543.547029E-111.00778E-02
10-27-StepP2PEB543.547029E-111.00778E-02
10MethodS3PEB391.250555E-121.00778E-02
P3PEB391.250555E-121.00778E-02
S2PEB5041.141416E-101.00778E-03
\(10^{-3}\)7-StepP2PEB5041.141416E-101.00778E-02
10MethodS3PEB3391.762146E-121.00778E-03
P3PEB3391.762146E-121.00778E-02
S2PEB50041.439730E-091.00008E-04
\(10^{-4}\)7-StepP2PEB50041.439730E-091.00008E-04
10MethodS3PEB33393.311129E-121.00008E-04
P3PEB33393.311129E-121.00008E-04
S2PEB500042.466095E-091.00001E-05
10-57-StepP2PEB500042.466095E-091.00001E-05
10 'MethodS3PEB333399.124790E-111.00001E-05
P3PEB333399.124790E-111.00001E-05

Table 4 Comparison of new method with [7] for solving problem 4.

h-valuesNewOmar In [7]NumberError in New Method,Error in [7]
n-valuesMethodOmai in [/]of Stepsk = 7k = 8
S2PEB543.725589E-108.37112E-04
10-27-StepP2PEB543.725589E-108.37112E-04
10MethodS3PEB391.074216E-108.37105E-04
P3PEB391.074216E-108.37105E-04
S2PEB5043.765876E-138.34604E-05
10-37-StepP2PEB5043.765876E-138.34604E-05
10MethodS3PEB3396.750156E-148.34604E-05
P3PEB3396.750156E-148.34604E-05
S2PEB50047.297274E-128.34353E-06
10-47-StepP2PEB50047.297274E-128.34353E-06
10MethodS3PEB33392.362555E-138.34353E-06
P3PEB33392.362555E-138.34353E-06
S2PEB500042.202682E-118.34326E-07
10-57-StepP2PEB500042.202682E-118.34326E-07
10MethodS3PEB333394.297007E-128.34330E-07
P3PEB333394.297007E-128.34330E-07

5 Conclusion

A seven-step block method for the solution of fourth order ODEs is proposed in this paper. The new method was used to solve fourth order IVPs of ODEs. The numerical results were compared with the existing methods. The new method performed better than the methods in [10,12-14], which employed 5 and 6 steps (refer to Tables 1 and 2). This implies that better accuracy can be achieved when step number k is increased. The accuracy of the new method was also found to be better than the method in [7], which was developed through numerical integration using 8 steps (refer to Tables 3 and 4). Thus, based on the numerical results, the new method outperformed the existing methods in terms of accuracy and should be considered as a viable alternative for directly solving fourth order initial value problems.

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References

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