Analytic Solutions of Some Self-Adjoint Equations by Using Variable Change Method and Its Applications
Abstract
Many applications of various self-adjoint differential equations, whose solutions are complex, are produced (Arfken, 1985; Gandarias, 2011; and Delkhosh, 2011). In this work we propose a method for the solving some self-adjoint equations with variable change in problem, and then we obtain a analytical solutions. Because this solution, an exact analytical solution can be provided to us, we benefited from the solution of numerical Self-adjoint equations (Mohynl-Din, 2009; Allame and Azal, 2011; Borhanifar et al. 2011; Sweilam and Nagy, 2011; Gülsu et al. 2011; Mohyud-Din et al. 2010; and Li et al. 1996).
1. Introduction
Many applications of science to solve many differential equations, we find that these equations are self-adjoint equations and solve relatively complex because they are forced to use numerical methods, which are contained several errors [1–6].
There are several methods for solving equations, there one of which can be seen in the literature [7–11], where the change of variables is very complicated to use.
In this paper, for solving analytical some self-adjoint equations, we get a method with variable change in problem, and then we obtain a analytical solutions.
Before going to the main point, we start to introduce three following equations.
1.1. Self-Adjoint Equation
1.2. Self-Adjointization Factor
From now on, we will focus on the self-adjoint equations shown in (1.1).
1.3. Wronskian
When the functions fi are solutions of a linear differential equation, the Wronskian can be found explicitly using Abel’s identity, even if the functions fi are not known explicitly.
Theorem 1.1. If P(x)y′′ + Q(x)y′ + R(x)y = 0, then
Proof. Let two solution of equation by y1 and y2, then, since these solutions satisfy the equation, we have
2. The Solving Some Self-Adjoint Equation
3. Applications and Examples
Solution 1. By virtue of (1.1), we have
Solution 2. By virtue of (1.1), we have
4. Conclusion
The governing equation for stability analysis of a variable cross-section bar subject to variably distributed axial loads, dynamic analysis of multi-storey building, tall building, and other systems is written in the form of a unified self-adjoint equation of the second order. These are reduced to Bessel’s equation in this paper.
The key step in transforming the unified equation to self-adjoint equation is the selection of h(x) and ψ(x) in (1.1).
Many difficult problems in the field of static and dynamic mechanics are solved by the unified equation proposed in this paper.