# Solving System of ODEs using Midpoint Method

by admin in Differential Equations , Math, Statistics, and Optimization , MATLAB Family on April 29, 2019This code uses Midepoint Method to Solve Multi Ordinary Differential Equations (ODE). The code has been built in way you can edit it easily. The output chart presents the numerical solution for all the given differential equations.

### Input Requirements:

- The differential equation you intended to calculated.
- Initial Conditions.
- Initial and Final Integral Terms.
- Number of Interval Divisions (Optional)

### About the Method:

In numerical analysis, a branch of applied mathematics, the **midpoint method** is a one-step method for numerically solving the differential equation,

- .

The explicit midpoint method is given by the formula

the implicit midpoint method by

for **n = 0,1,2,…** Here, **h** is the *step size* — a small positive number, **tn = t0 + n.h** and **yn** is the computed approximate value of **y(tn)** The explicit midpoint method is also known as the **modified Euler method**, the implicit method is the most simple collocation method, and, applied to Hamiltonian dynamics, a symplectic integrator.

The name of the method comes from the fact that in the formula above the function * f* giving the slope of the solution is evaluated at

**t = tn + h/2**(note :

*is*

**t****(tn + tn+1)/2**) which is the midpoint between

**tn**at which the value of**y(t)**is known and

**tn+1**at which the value of

**y(t)**needs to be found.

A geometric interpretation may give a better intuitive understanding of the method. In the basic Euler’s method, the tangent of the curve at **(tn, yn)** is computed using **f(tn, yn)**. The next value** yn+1** is found where the tangent intersects the vertical line** t = tn+1**. However, if the second derivative is only positive between **tn** and **tn+1**, or only negative (as in the diagram), the curve will increasingly veer away from the tangent, leading to larger errors as * h* increases. The diagram illustrates that the tangent at the midpoint (upper, green line segment) would most likely give a more accurate approximation of the curve in that interval. This tangent is estimated by using the original Euler’s method to estimate the value of

**y(t)**at the midpoint, then computing the slope of the tangent with

*. Finally, the improved tangent is used to calculate the value of*

**f()****yn+1**from

**yn**. This last step is represented by the red chord in the diagram. Note that the red chord is not exactly parallel to the green segment (the true tangent), due to the error in estimating the value of

**y(t)**at the midpoint.

The local error at each step of the midpoint method is of order **O(h^3)**, giving a global error of order **O(h^2)**. Thus, while more computationally intensive than Euler’s method, the midpoint method’s error generally decreases faster as **h–>0**.

The methods are examples of a class of higher-order methods known as Runge–Kutta methods.

### Derivation of the Midpoint Method:

The midpoint method is a refinement of the Euler’s method

and is derived in a similar manner. The key to deriving Euler’s method is the approximate equality

which is obtained from the slope formula

and keeping in mind that **y’ = f(t,y)** For the midpoint methods, one replaces (3) with the more accurate

when instead of (2) we find

One cannot use this equation to find **y(t+h)** as one does not know * y* at

*. The solution is then to use a Taylor series expansion exactly as if using the Euler method to solve for*

**t + h/2****y(t+h/2)**:

which, when plugged in (4), gives us

and the explicit midpoint method (1e).

The implicit method (1i) is obtained by approximating the value at the half step **t + h/2 **by the midpoint of the line segment from **y(t)** to **y(t+h)**

and thus

Inserting the approximation **yn + h.k** for **y(tn+h)** results in the implicit Runge-Kutta method

which contains the implicit Euler method with step size** h/2** as its first part.

Because of the time symmetry of the implicit method, all terms of even degree in **h** of the local error cancel, so that the local error is automatically of order O(h^3). Replacing the implicit with the explicit Euler method in the determination of k results again in the explicit midpoint method.

### References:

[1] Griffiths,D. V.; Smith, I. M. (1991). *Numerical methods for engineers: a programming approach*. Boca Raton: CRC Press. p. 218. ISBN 0-8493-8610-1.

[2] Süli, Endre; Mayers, David (2003), *An Introduction to Numerical Analysis*, Cambridge University Press, ISBN 0-521-00794-1

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