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Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of
      Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 2, Issue4, July-August 2012, pp.2297-2301
   Three Steps Block Predictor-Block Corrector Method For The
     Solution Of General Second Order Ordinary Differential
                            Equations
  *Adesanya, A. Olaide, Odekunle, **M. Remileku, ***Alkali, M. Adamu
   *Department of Mathematics, Modibbo Adama University of Technology, Yola, Adamawa State, Nigeria
  **Department of Mathematics, Modibbo Adama University of Technology,Yola, Adamawa State, Nigeria
  ***Department of Mathematics, Modibbo Adama University of Technology,Yola, Adamawa State, Nigeria

Abstract:
         We consider three steps numerical                 series to mention few. The major disadvantage of this
integrator which is derived by collocation and             method is that the predictors are reducing order
interpolation of power series approximation                predictors hence it has a lot of effect on the accuracy
solution to generate a linear multistep method             of the method. Among authors that proposed
which serves as the corrector. The corrector is            predictor corrector method are [6, 7, 12]. Other
then implemented in block method. We then                  setbacks of this method are extensively discussed by
propose another numerical integrator which is              [7].
implemented in block method to serve as a                            In order to cater for the setbacks of the
constant order predictor to the corrector. Basic           predictor-corrector method, scholars adopted block
properties of the corrector viz, order, zero               method for direct solution of higher order ordinary
stability and stability interval are investigated.         differential equation. This method has the properties
The new method was tested on some numerical                of being self starting and gives evaluation at selected
examples and was found to give better                      grid points without over lapping. It does not require
approximation than the existing methods.                   developing predictors or starting values moreover it
                                                           evaluates fewer functions per step. The major setback
Keyword:        Collocation,        Interpolation,         of this method is that the interpolation points cannot
approximate solution, block method, order, zero            exceed the order of the differential equation, hence
stability.                                                 this method does not exhaust all interpolation points
AMS Subject classification: 65L05, 65L06, 65D30.           therefore methods of lower order are developed.
                                                           Among these authors are [1, 7, 9, 10, 15, 13, 14, 15,
1 Introduction                                             16]. Scholars later adopted block predictor-block
         This paper considers method of solving            corrector method to cater for some of the setbacks of
general second order initial value problems of             block method. They proposed a method which is
ordinary differential equation of the form                 capable of exhausting all the possible interpolation
                                                           point as the corrector and then proposed a constant
y ''  f ( x, y, y ' ), y k ( x0 )  y0 , k  0,1
                                      k
                                                           order predictor using block method. The method
                                                           forms a bridge between the predictor-corrector
(1)                                                        method and the block method. Among these authors
Where f is continuous within the interval of               are [2, 3, 4]. The major setback of this method is that
integration.                                               the evaluation at selected points are overlapping
          Method of reduction of higher order              hence the behaviour of the dynamical system at
ordinary differential equation to systems of first order   selected grid points cannot be mentioned.
ordinary differential equation has been discussed by                 In this paper, we proposed a method in
many scholars. These authors suggested that the            which the corrector is implemented in block method;
method increased the dimension of the resulting            hence this method gives evaluation at selected grid
system of the first order; hence it wastes computer        points without overlapping.
and human effort. Among such authors are [5, 9, 11].
Scholars later adopted predictor–corrector method to       2 Methodology
solve higher order ordinary differential equation          2.1 Development of the block corrector|
directly. These authors proposed implicit linear           We consider a power series approximate solution of
multistep methods which serve as the corrector, the        the form
                                                                      r  s 1

                                                                       a
predictors proposed to implement this corrector are in
reducing order of accuracy. These methods are              y ( x)               j   xj
                                                                       j 0
developed by adopting different approximate solution
such as Power series, Chebychev polynomial,
Newton polynomial, Lagrange polynomial, Fourier            (2)
                                                           Where 𝑟 and 𝑠 are the number of collocation and
                                                           interpolation points respectively.

                                                                                                 2297 | P a g e
Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of
             Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                               Vol. 2, Issue4, July-August 2012, pp.2297-2301
                                                                                                   2t  18t 5  55t 4  60t 3  27t  6
    The second derivative of (2) gives                                                           1 6
              r  s 1                                                             0  
     y ''      j ( j  1)a           j   x j 2                                                6
               j 2
                                                                                   1 
                                                                                         3
                                                                                           2t  18t 5  55t 4  60t 3  24t 
                                                                                         1 6
    (3)
                                                                                    2   2t 6  18t 5  55t 4  60t 3  21t 
    Substituting (3) into (1) gives                                                         1
                            r  s 1
                                                                                            6
      f ( x, y , y ' )       j ( j  1)a               x j 2
                                                                                               10t 6  93t 5  305t 4  410t 3  180t 2  8t 
                                                     j
                                                                                           1
                             j 2                                                  0 
                                                                                         360
                                                                                              100t 6  89t 5  2675t 4  2820t 3  936t 
    (4)                                                                                   1
    Collocating (3) at x n  r ,                r  0(1)3 and interpolating        1 
                                                                                         360
    (2) at x n  s , s  0(1)2 gives a system of non linear
    equation of the form                                                           2 
                                                                                           1
                                                                                         360
                                                                                               10t 6  99t 5  335t 4  390t 3  144t 
     AU  B
                                                                                   3 
                                                                                           1
                                                                                         360
                                                                                              3t 5  15t 4  20t 3  8t 
    (5)
    1 xn                  xn2
                                 xn3
                                       xn 4
                                                 xn5
                                                          xn 
                                                            6

                                                                                        x  xn
    0 xn1
                            2     3
                          xn1 xn1     4
                                      xn1        54
                                                xn1       6
                                                         xn1                     t            , y n  j  y ( xn  jh ) ,
                                                                                            h
    0 x n  2             2     3
                          xn 2 xn 2   4
                                      xn 2      5
                                               xn 2    xn 2 
                                                          6

                                                                                   f n j  f ( xn , y( xn  jh), y ' ( xn  jh))
                                                               4 
U  0 0                   2    6 xn 12 xn   2
                                               20 xn  3
                                                        30 xn                     Evaluating (6) at t  4 gives
    0 0                   2 6 xn1 12 xn1 20 xn1 30 xn1 
                                           2        3        4
                                                                                                                      h2
                                                                                   y n3  3 y n 2  3 y n1  y n   f n3  9 f n 2  9 f n1  f n 
    0 0                   2 6 xn 2 12 xn 2 20 xn 2 30 xn 2 
                                          2         3        4
                                                                                                                        12
    0 0                   2 6 xn3 12 xn3 20 xn3 30 xn3 
                                           2        3        4                                                                                     (7)
                                                                
                                                                                   Evaluating the first derivative of (6) at               t  0,1 gives
      a0          yn 
      a          y                                                                         2                         h2
                                                                                                  y n 2  8 y n1  y n   f n  117 f n1  18 f n2  f n3 
                                                                                                                    9
       1          n 1                                                         hyn 
                                                                                     '

                                                                                                3                   2     45
      a 2         y n2                                                                                                                (8)
                         
, A   a3  , B   f n                                                                       17                                2
                                                                                                    yn2  14 yn1  yn  47 f n  679 f n1  121 f n2  7 f n3 
                                                                                                                    11    h
                                                                                   hyn' 1 
      a 4         f n 1                                                                    6                    6   360
                                                                                                             (9)
       a5         f n2                                                        Writing (7)-(9) in block form and solving for the
      a          f 
       6          n 3                                                         independent solution at selected grid points gives
                  Solving           (5)       for a j ' s ,       using Gaussian   A ( 0 )Ym  ey n  cy n  df ( y n )  bF (Ym )
                                                                                                         '


    elimination method and substituting back into the
                                                                                   (10)
    approximate solution, gives a continuous linear
                                                                                                                         Ym  yn1 , yn2 , yn3 
                                                                                                                                                         T
    multistep method.                                                              Where
                                                                                                 yn  yn1 , yn2 , yn 
                      2                                  3
     y ( x)    j ( x) y n j  h 2   j ( x) f n j
                                                                                                                               T

                   j 0                               j 0
                                                                            (6)
                                                                                                        
                                                                                                 yn  yn1 , yn , yn1
                                                                                                  '           '    '
                                                                                                                           T


                                                                                    f ( yn )   f n1 , f n2 , f n 
                                                                                                                      T
    Where the coefficient of y n  j and f n  j gives
                                                                                                 F (Ym )   f n1 , f n2 , f n3 
                                                                                                                                       T




                                                                                                                                       2298 | P a g e
Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of
            Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                              Vol. 2, Issue4, July-August 2012, pp.2297-2301
                1 0 0                  0 0 1
                                                                       We then proposed a prediction equation of the form

      A ( 0 )  0 1 0  ,
                                                                                            m

                                   e  0 0 1 ,
                                              
                                                                       Ym  ey n   h    F  ( y n ),
                                                                                         0
                0 0 1 
                                       0 0 1
                                                                                                                   (12)
              17 21                                                  Where      2             is the order of the differential
             0 38 38                                                 equation.                 In                     this               paper, m  2.
              14 24                                                                   d 
      c  0             ,                                            F  ( yn )        
                                                                                            f ( x, y, y ' ) yn Substituting                               (10)
              19 19                                                                  dx
             0 33 81                                                 into (11) gives
              38 38 
                                                                                                                2
                                                                                                                                     
                                                                       Ym  eyn  h  dF ( yn )  bh  F  eyn   h   f  f ( y) 
                     851                                                                                       0                
             0 0 13680                                                                                                                           (13)
                     127                                             Writing (10) as
      d  0 0              ,
                     855                                             Ym  e * y n  chyn  d * h 2 f ( y n )  bF (Ym )
                                                                        *                '                            *


             0 0 267 
             
                    1520  
                                                                       (14)
                                                                       Substituting (13) in to (14) gives
                     1653           93    11                       Ym  e * y n  chyn  d * h 2 f ( y n )  bF (Ym )
                                                                        *                '
                    13680          13680 13680
                    399             111   7 
                 b                                                  (15)
                    855             855   855                        Equation (15) is                       our        block     predictor-block
                    1539            1701   93                        corrector method.
                    1520
                                   1520 1520                        4.0 Analysis of basic properties of the method
                                                                       4.1 Order of the method
     2.2 Development of Block predictor                                We define a linear operator on the block (10) to give
     [7] developed 3 steps block method of the form (10)               ℒ 𝑦 𝑥 :ℎ =
     which is writing explicitly to give
                      h2                                               y ( x)  A ( 0 )Ym  ey n  chyn  df ( y n )  bF (Ym )
                                                                                                      '
y n1  y n  hy 
                '
                n         97 f n  114 f n1  39 f n2  8 f n3                                                  (16)
                     360                                               Expanding (16) in Taylor series gives
                       h2                                              ℒ 𝑦 𝑥 : ℎ = 𝑐0 𝑦 𝑥 + 𝑐1 ℎ𝑦 ′ 𝑥 + 𝑐2 ℎ2 𝑦 ′′ 𝑥 +
y n 2  y n  2hyn  28 f n  66 f n1  6 f n 2  2 f n3 
                   '
                                                                       ⋯ + 𝑐 𝑝 ℎ 𝑏 (𝑥)
                       45
                                                                       Definition: the block (10) and associated linear
                       h2
y n3  y n  3hyn  39 f n  108 f n1  27 f n 2  6 f n3 
                  '                                                    operator are said to have order                   𝑝 if
                       40                                              c0  c1  c2  ...  c p 1  0 and c p  2  0 . The

y n1  y n  9 f n  19 f n1  5 f n 2  f n3 
  '       '    h                                                       term c p  2 is called the error constant and implies that
               24                                                      the          local                     truncation                   error            is
                                                                                            ( p  2)       p2                   p3
y n 2  y n   f n  4 f n1  f n 2 
  '         '  h                                                       t n k  c p  2 h              y         xn  O(h              )
               3                                                       Hence the block (10) has order five with error
                                                                                                                                      
y n3  y n  3 f n  9 f n 1  9 f n 2  3 f n3 
  '        '   h                                                                        97                     41              9
                                                                       constant        ,     ,
               8                                                                 383040 23940 42560 
                                                                                                     
     For the derivation and analysis of the block predictor,           4.2 Zero Stability
     readers are referred to [7].                                      A block method is said to be zero stable if as h  0 ,
     2.3 Implementation of the Method                                  the root r j ; j  1(1)k                     of the first characteristic
     Given the general block formula proposed by [7] in                polynomial                        ( R)  0                         that             is
                                                                        ( R)  det A R                                0
     the form                                                                                                    k 1
                                                                                                                                 satisfying R  1
                                                                                                       ( 0)
      Ym  ey n  h  df ( y n )  bh  F (Ym )

     (11)


                                                                                                                                   2299 | P a g e
Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of
      Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 2, Issue4, July-August 2012, pp.2297-2301
and   for   those   roots   with    R  1 must have                                              11)      08)
                                                                                                 1.10     3.74
multiplicity equal to unity {see [9] for details}           0.   1.42364593       1.42364893
                                                                                                 13(-     47(-
                                                            8    0193602          0303739
       1 0 0 0 0 1                                                                           10)      08)
                  
Hence R 0 1 0  0 0 1  0                                   0.   1.48470027       1.48470027
                                                                                                 1.88     5.95
                                                        9    8594052          8782232
                                                                                                 18(-     07(-
       0 0 1 0 0 1
                                                                                             10)      08)
                                                                                                 3.22     9.29
R 3  R 2  0 , R 2 R  1  0 R  0,0,1                   1.   1.84930614       1.54930614
                                                                                                 11(-     40(-
                                                            0    4334055          4656174
                                                                                                 10)      08)
5.0 Numerical Experiments
We test our method with second order initial value      Table II for problem II
problems.
Problem 1: Consider a non linear initial value
problem
                                    1
y' ' x( y' )  0, y(0)  1 , y ' (0) 
                                      , h  0.01
                                    2
                           1      2 x
Exact solution y ( x)  1  log e      
                           2      2 x
This problem was solved by [1] where a block of
                                    0.1
order four was proposed for h          and [7] where
                                    32
a 3 steps block method was proposed for the same
step size. The result is shown in table I
Problem II: We consider a highly oscillatory test
problem
y ' '2 y  0 , where   2 , with initial condition
y(0)  1, y' (0)  2, h  0.01
Exact solution; y( x)  cos2 x  sin 2 x
We compare our result with [7] where a block
method with step length of three was proposed           Conclusion:
Table I for problem I                                            We have proposed a 3 steps block predictor-
                                              Erro      block corrector method in this paper. This method
                        Computed        Erro
    x Exact result                            r in      has addressed some of the setbacks of block predictor
                        result          r
                                              [1]       corrector method proposed by [2, 3, 4]. The result has
                                        1.33 4.98       shown clearly that our method gives better
    0. 1.05004172       1.05004172
                                        00(-  27(-      approximation than the existing method.
    1 9278491           9278624
                                        13)   11)
                                        9.94 4.10       References
    0. 1.10033534       1.10033534
                                        98(-  43(-        [1]    Anake, T. A., Awoyemi, D. O., Adesanya,
    2 7710756           7732074
                                        13)   10)                A. O. (2012): A one step method for the
                                        3.43 1.42                solution of general second order ordinary
    0. 1.15114043       1.51140435
                                        96(-  85(-               differential equation, Intern. J. of Science
    3 5936466           9399064
                                        12)   09)                and Tech. 2(4), 159-163
                                        8.68 3.52         [2]    Adesanya, A. O., Odekunle, M. R and
    0. 1.20273255       1.20273255
                                        03(-  42(-               Alkali, M. A., (2012): Order six block
    4 0540823           4062762
                                        12)   09)                predictor corrector for the solution of
    0. 1.25541281       1.25541281
                                        1.83 7.24
                                                                  y' '  f ( x, y, y' ) , Canadian J. on Science
                                        73(-  35(-
    5 1882995           1901369                                  and Engineering Mathematics, 3(4), 180-185
                                        11)   09)
                                        3.50 1.33         [3]    Adesanya, A. O., Odekunle, M. R., James,
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                                        87(-  35(-
    6 4203111           4338198                                  Cowell more accurately by hybrid Adams
                                        11)   08)
    0. 1.36544375       1.36544375 6.33 2.28                     method for the solution of first order
    7 4271396           4334709         13(-  72(-               ordinary differential equation, European J.
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                                                                                               2300 | P a g e
Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of
   Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                     Vol. 2, Issue4, July-August 2012, pp.2297-2301
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       directly, Journal of I.C.T, 3(1), 53-66
[15]   Salman Abbas (2006): Derivatives of a new
       block method similar to the block
       trapezoidal rule for the numerical solution of
       first order IVP’s Science Echoes, 2, 10-24
[16]   Siamak Mehrkanoon (2010): A direct
       variable step block multistep method for
       solving for general third order ODE’s. J.


                                                                                  2301 | P a g e

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Ob2422972301

  • 1. Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2297-2301 Three Steps Block Predictor-Block Corrector Method For The Solution Of General Second Order Ordinary Differential Equations *Adesanya, A. Olaide, Odekunle, **M. Remileku, ***Alkali, M. Adamu *Department of Mathematics, Modibbo Adama University of Technology, Yola, Adamawa State, Nigeria **Department of Mathematics, Modibbo Adama University of Technology,Yola, Adamawa State, Nigeria ***Department of Mathematics, Modibbo Adama University of Technology,Yola, Adamawa State, Nigeria Abstract: We consider three steps numerical series to mention few. The major disadvantage of this integrator which is derived by collocation and method is that the predictors are reducing order interpolation of power series approximation predictors hence it has a lot of effect on the accuracy solution to generate a linear multistep method of the method. Among authors that proposed which serves as the corrector. The corrector is predictor corrector method are [6, 7, 12]. Other then implemented in block method. We then setbacks of this method are extensively discussed by propose another numerical integrator which is [7]. implemented in block method to serve as a In order to cater for the setbacks of the constant order predictor to the corrector. Basic predictor-corrector method, scholars adopted block properties of the corrector viz, order, zero method for direct solution of higher order ordinary stability and stability interval are investigated. differential equation. This method has the properties The new method was tested on some numerical of being self starting and gives evaluation at selected examples and was found to give better grid points without over lapping. It does not require approximation than the existing methods. developing predictors or starting values moreover it evaluates fewer functions per step. The major setback Keyword: Collocation, Interpolation, of this method is that the interpolation points cannot approximate solution, block method, order, zero exceed the order of the differential equation, hence stability. this method does not exhaust all interpolation points AMS Subject classification: 65L05, 65L06, 65D30. therefore methods of lower order are developed. Among these authors are [1, 7, 9, 10, 15, 13, 14, 15, 1 Introduction 16]. Scholars later adopted block predictor-block This paper considers method of solving corrector method to cater for some of the setbacks of general second order initial value problems of block method. They proposed a method which is ordinary differential equation of the form capable of exhausting all the possible interpolation point as the corrector and then proposed a constant y ''  f ( x, y, y ' ), y k ( x0 )  y0 , k  0,1 k order predictor using block method. The method forms a bridge between the predictor-corrector (1) method and the block method. Among these authors Where f is continuous within the interval of are [2, 3, 4]. The major setback of this method is that integration. the evaluation at selected points are overlapping Method of reduction of higher order hence the behaviour of the dynamical system at ordinary differential equation to systems of first order selected grid points cannot be mentioned. ordinary differential equation has been discussed by In this paper, we proposed a method in many scholars. These authors suggested that the which the corrector is implemented in block method; method increased the dimension of the resulting hence this method gives evaluation at selected grid system of the first order; hence it wastes computer points without overlapping. and human effort. Among such authors are [5, 9, 11]. Scholars later adopted predictor–corrector method to 2 Methodology solve higher order ordinary differential equation 2.1 Development of the block corrector| directly. These authors proposed implicit linear We consider a power series approximate solution of multistep methods which serve as the corrector, the the form r  s 1 a predictors proposed to implement this corrector are in reducing order of accuracy. These methods are y ( x)  j xj j 0 developed by adopting different approximate solution such as Power series, Chebychev polynomial, Newton polynomial, Lagrange polynomial, Fourier (2) Where 𝑟 and 𝑠 are the number of collocation and interpolation points respectively. 2297 | P a g e
  • 2. Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2297-2301 2t  18t 5  55t 4  60t 3  27t  6 The second derivative of (2) gives 1 6 r  s 1 0   y ''   j ( j  1)a j x j 2 6 j 2 1  3 2t  18t 5  55t 4  60t 3  24t  1 6 (3)  2   2t 6  18t 5  55t 4  60t 3  21t  Substituting (3) into (1) gives 1 r  s 1 6 f ( x, y , y ' )   j ( j  1)a x j 2 10t 6  93t 5  305t 4  410t 3  180t 2  8t  j 1 j 2 0  360 100t 6  89t 5  2675t 4  2820t 3  936t  (4) 1 Collocating (3) at x n  r , r  0(1)3 and interpolating 1  360 (2) at x n  s , s  0(1)2 gives a system of non linear equation of the form 2  1 360 10t 6  99t 5  335t 4  390t 3  144t  AU  B 3  1 360 3t 5  15t 4  20t 3  8t  (5) 1 xn xn2 xn3 xn 4 xn5 xn  6   x  xn 0 xn1 2 3 xn1 xn1 4 xn1 54 xn1 6 xn1  t , y n  j  y ( xn  jh ) , h 0 x n  2 2 3 xn 2 xn 2 4 xn 2 5 xn 2 xn 2  6  f n j  f ( xn , y( xn  jh), y ' ( xn  jh)) 4  U  0 0 2 6 xn 12 xn 2 20 xn 3 30 xn  Evaluating (6) at t  4 gives 0 0 2 6 xn1 12 xn1 20 xn1 30 xn1  2 3 4   h2 y n3  3 y n 2  3 y n1  y n   f n3  9 f n 2  9 f n1  f n  0 0 2 6 xn 2 12 xn 2 20 xn 2 30 xn 2  2 3 4 12 0 0 2 6 xn3 12 xn3 20 xn3 30 xn3  2 3 4 (7)   Evaluating the first derivative of (6) at t  0,1 gives a0   yn  a  y  2 h2 y n 2  8 y n1  y n   f n  117 f n1  18 f n2  f n3  9  1  n 1  hyn  ' 3 2 45 a 2   y n2  (8)     , A   a3  , B   f n   17 2 yn2  14 yn1  yn  47 f n  679 f n1  121 f n2  7 f n3  11 h hyn' 1  a 4   f n 1  6 6 360     (9)  a5   f n2  Writing (7)-(9) in block form and solving for the a  f   6  n 3  independent solution at selected grid points gives Solving (5) for a j ' s , using Gaussian A ( 0 )Ym  ey n  cy n  df ( y n )  bF (Ym ) ' elimination method and substituting back into the (10) approximate solution, gives a continuous linear Ym  yn1 , yn2 , yn3  T multistep method. Where yn  yn1 , yn2 , yn  2 3 y ( x)    j ( x) y n j  h 2   j ( x) f n j T j 0 j 0 (6)  yn  yn1 , yn , yn1 ' ' ' T f ( yn )   f n1 , f n2 , f n  T Where the coefficient of y n  j and f n  j gives F (Ym )   f n1 , f n2 , f n3  T 2298 | P a g e
  • 3. Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2297-2301 1 0 0 0 0 1 We then proposed a prediction equation of the form A ( 0 )  0 1 0  , m   e  0 0 1 ,   Ym  ey n   h    F  ( y n ),  0 0 0 1    0 0 1   (12)  17 21  Where 2 is the order of the differential 0 38 38  equation. In this paper, m  2.  14 24  d  c  0 , F  ( yn )   f ( x, y, y ' ) yn Substituting (10)  19 19  dx 0 33 81  into (11) gives  38 38     2  Ym  eyn  h  dF ( yn )  bh  F  eyn   h   f  f ( y)   851    0  0 0 13680  (13)  127  Writing (10) as d  0 0 ,  855  Ym  e * y n  chyn  d * h 2 f ( y n )  bF (Ym ) * ' * 0 0 267    1520   (14) Substituting (13) in to (14) gives   1653 93  11  Ym  e * y n  chyn  d * h 2 f ( y n )  bF (Ym ) * '  13680 13680 13680  399 111 7  b  (15)  855 855 855  Equation (15) is our block predictor-block  1539 1701 93  corrector method.  1520  1520 1520   4.0 Analysis of basic properties of the method 4.1 Order of the method 2.2 Development of Block predictor We define a linear operator on the block (10) to give [7] developed 3 steps block method of the form (10) ℒ 𝑦 𝑥 :ℎ = which is writing explicitly to give h2 y ( x)  A ( 0 )Ym  ey n  chyn  df ( y n )  bF (Ym ) ' y n1  y n  hy  ' n 97 f n  114 f n1  39 f n2  8 f n3  (16) 360 Expanding (16) in Taylor series gives h2 ℒ 𝑦 𝑥 : ℎ = 𝑐0 𝑦 𝑥 + 𝑐1 ℎ𝑦 ′ 𝑥 + 𝑐2 ℎ2 𝑦 ′′ 𝑥 + y n 2  y n  2hyn  28 f n  66 f n1  6 f n 2  2 f n3  ' ⋯ + 𝑐 𝑝 ℎ 𝑏 (𝑥) 45 Definition: the block (10) and associated linear h2 y n3  y n  3hyn  39 f n  108 f n1  27 f n 2  6 f n3  ' operator are said to have order 𝑝 if 40 c0  c1  c2  ...  c p 1  0 and c p  2  0 . The y n1  y n  9 f n  19 f n1  5 f n 2  f n3  ' ' h term c p  2 is called the error constant and implies that 24 the local truncation error is ( p  2) p2 p3 y n 2  y n   f n  4 f n1  f n 2  ' ' h t n k  c p  2 h y xn  O(h ) 3 Hence the block (10) has order five with error   y n3  y n  3 f n  9 f n 1  9 f n 2  3 f n3  ' ' h 97 41 9 constant  , , 8  383040 23940 42560   For the derivation and analysis of the block predictor, 4.2 Zero Stability readers are referred to [7]. A block method is said to be zero stable if as h  0 , 2.3 Implementation of the Method the root r j ; j  1(1)k of the first characteristic Given the general block formula proposed by [7] in polynomial  ( R)  0 that is  ( R)  det A R  0 the form k 1 satisfying R  1 ( 0) Ym  ey n  h  df ( y n )  bh  F (Ym ) (11) 2299 | P a g e
  • 4. Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2297-2301 and for those roots with R  1 must have 11) 08) 1.10 3.74 multiplicity equal to unity {see [9] for details} 0. 1.42364593 1.42364893 13(- 47(- 8 0193602 0303739 1 0 0 0 0 1 10) 08)     Hence R 0 1 0  0 0 1  0 0. 1.48470027 1.48470027 1.88 5.95     9 8594052 8782232 18(- 07(- 0 0 1 0 0 1     10) 08) 3.22 9.29 R 3  R 2  0 , R 2 R  1  0 R  0,0,1 1. 1.84930614 1.54930614 11(- 40(- 0 4334055 4656174 10) 08) 5.0 Numerical Experiments We test our method with second order initial value Table II for problem II problems. Problem 1: Consider a non linear initial value problem 1 y' ' x( y' )  0, y(0)  1 , y ' (0)  , h  0.01 2 1 2 x Exact solution y ( x)  1  log e   2 2 x This problem was solved by [1] where a block of 0.1 order four was proposed for h  and [7] where 32 a 3 steps block method was proposed for the same step size. The result is shown in table I Problem II: We consider a highly oscillatory test problem y ' '2 y  0 , where   2 , with initial condition y(0)  1, y' (0)  2, h  0.01 Exact solution; y( x)  cos2 x  sin 2 x We compare our result with [7] where a block method with step length of three was proposed Conclusion: Table I for problem I We have proposed a 3 steps block predictor- Erro block corrector method in this paper. This method Computed Erro x Exact result r in has addressed some of the setbacks of block predictor result r [1] corrector method proposed by [2, 3, 4]. The result has 1.33 4.98 shown clearly that our method gives better 0. 1.05004172 1.05004172 00(- 27(- approximation than the existing method. 1 9278491 9278624 13) 11) 9.94 4.10 References 0. 1.10033534 1.10033534 98(- 43(- [1] Anake, T. A., Awoyemi, D. O., Adesanya, 2 7710756 7732074 13) 10) A. O. (2012): A one step method for the 3.43 1.42 solution of general second order ordinary 0. 1.15114043 1.51140435 96(- 85(- differential equation, Intern. J. of Science 3 5936466 9399064 12) 09) and Tech. 2(4), 159-163 8.68 3.52 [2] Adesanya, A. O., Odekunle, M. R and 0. 1.20273255 1.20273255 03(- 42(- Alkali, M. A., (2012): Order six block 4 0540823 4062762 12) 09) predictor corrector for the solution of 0. 1.25541281 1.25541281 1.83 7.24 y' '  f ( x, y, y' ) , Canadian J. on Science 73(- 35(- 5 1882995 1901369 and Engineering Mathematics, 3(4), 180-185 11) 09) 3.50 1.33 [3] Adesanya, A. O., Odekunle, M. R., James, 0. 1.30951960 1.30951960 A. A. (2012): Starting Hybrid Stomer- 87(- 35(- 6 4203111 4338198 Cowell more accurately by hybrid Adams 11) 08) 0. 1.36544375 1.36544375 6.33 2.28 method for the solution of first order 7 4271396 4334709 13(- 72(- ordinary differential equation, European J. of Scientific Research, 77(4), 580-588 2300 | P a g e
  • 5. Adesanya, A. Olaide, Odekunle, M. Remileku, Alkali, M. Adamu / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 2, Issue4, July-August 2012, pp.2297-2301 [4] Adesanya, A. O., Odekunle, M. R., Numer. Algor. DOI 10.1007/S11075-010- Adeyeye, A. O. (2012): Continuous block 9413-X hybrid predictor corrector method for the solution of y' '  f ( x, y, y' ) , Intern. J. of Mathematics and Soft Computing (In press) [5] Adesanya, A. O., Anake, T. A and Udoh, M. O. (2008): Improved continuous method for direct solution of general second order ordinary differential equation. J. of Nigerian Association of Mathematical Physics, 13, 59-62 [6] Adesanya, A. O., Anake, T. A. and Oghonyon, G. J. (2009): Continuous implicit method for the solution of general second order ordinary differential equation, J. of Nig. Assoc. of Math Phys., 15, 71-78 [7] Awoyemi, D. O., Adebile, E. A., Adesanya, A. O, and Anake, T. A. (2011): Modified block method for the direct solution of second order ordinary differential equation, International Journal of applied Mathematics and computation 3(3), 181-188 [8] Awoyemi, D. O (2001): A new sixth order algorithms for the general second order ordinary differential equation, Intern. J. Comp. Math, 77, 117-124 [9] Jator, S. N (2007): A sixth order linear multistep method for the direct solution of y' '  f ( x, y, y' ) Intern. J. pure and applied Mathematics, 40(1), 457-472 [10] Jator, S. N and Li, J (2009): A self starting linear multistep method for a direct solution of the general second order initial value problem, Intern. J. Comp. Math, 86(5), 817- 836 [11] Kayode, S. J and Awoyemi, D. O. (2010): A multi-derivative collocation method for fifth order ordinary differential equation. J of Mathematics and Statistics, 6(1), 60-63 [12] Kayode, S. J. and Adeyeye, A. O. (2011): A 3-steps hybrid method for the direct solution of second order initial value problems, Australian J. of Basic and Applied Sciences, 5(12), 2121-2126 [13] Majid, Z. A., Suleiman, M. B and Omar, Z. (2006): 3 points implicit block method for solving ordinary differential equation, Bull Malays Math. Sci. Soc. 29(1), 23-31 [14] Omar, Z and Suleiman M. (2003): Parallel R-point implicit block method for solving higher order ordinary differential equation directly, Journal of I.C.T, 3(1), 53-66 [15] Salman Abbas (2006): Derivatives of a new block method similar to the block trapezoidal rule for the numerical solution of first order IVP’s Science Echoes, 2, 10-24 [16] Siamak Mehrkanoon (2010): A direct variable step block multistep method for solving for general third order ODE’s. J. 2301 | P a g e