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Use the method of variation of parameters to find the general solutions of (a) \(\frac{d^{2} y}{d x^{2}}-y=x^{n}\), (b) \(\frac{d^{2} y}{d x^{2}}-2 \frac{d y}{d x}+y=2 x e^{x}\).

Short Answer

Expert verified
The general solution for (a) is y = C_1 e^x + C_2 e^{-x} + y_p, and for (b), y = (C_1 + C_2 x) e^x + y_p.

Step by step solution

01

- Identify the Homogeneous Equation

For both (a) and (b), start by identifying the corresponding homogeneous differential equation. For (a): \(\frac{d^{2} y}{d x^{2}} - y = 0\) and for (b): \(\frac{d^{2} y}{d x^{2}} - 2\frac{d y}{d x} + y = 0\).
02

- Solve the Homogeneous Equation

Solve the homogeneous equation to get the complementary solution \(y_c\).For (a), solve \( \frac{d^{2} y}{d x^{2}} - y = 0 \) which gives roots \(\lambda^2 - 1 = 0\). The roots are \(\lambda = 1, -1\). Thus, the complementary solution is \(y_c = C_1 e^x + C_2 e^{-x}\).For (b), solve \( \frac{d^{2} y}{d x^{2}} - 2\frac{d y}{d x} + y = 0 \) which gives roots \(\lambda^2 - 2\lambda + 1 = 0\). The roots are \(\lambda = 1\) (repeated root). Thus, the complementary solution is \(y_c = (C_1 + C_2 x) e^x\).
03

- Find a Particular Solution

Use the method of variation of parameters to find a particular solution \(y_p\).For (a), we assume a solution of the form \(y_p = u_1(x) e^x + u_2(x) e^{-x}\). Compute the Wronskian \(W\) of the solutions \(e^x\) and \(e^{-x}\), and solve for \(u_1'\) and \(u_2'\). Apply the formula: \[ u_1' = -\frac{y_2(x)f(x)}{W}, \ u_2' = \frac{y_1(x)f(x)}{W} \]. Integrate \(u_1'\) and \(u_2'\) to find \(u_1\) and \(u_2\).For (b), assume a solution of the form \(y_p = u_1(x)e^x + u_2(x)xe^x\). Compute the Wronskian and find \(u_1\) and \(u_2\) in a similar fashion to find \(y_p\).
04

- Integrate and Find General Solution

Integrate the obtained functions to find \(u_1\) and \(u_2\), and substitute back into the expression for \(y_p\) to get the particular solution.For (a): Integrate \(u_1'\) and \(u_2'\) to find \(u_1\) and \(u_2\), and use these to construct \(y_p\).For (b): Similarly, integrate \(u_1\) and \(u_2\) to construct \(y_p\).Combine the particular solution \(y_p\) with the complementary solution \(y_c\) to get the general solution: \(y = y_c + y_p\).
05

- Write Final General Solution

For (a): General solution is \(y = C_1 e^x + C_2 e^{-x} + y_p\), where \(y_p\) is found from Step 4.For (b): General solution is \(y = (C_1 + C_2 x) e^x + y_p\), where \(y_p\) is found from Step 4.

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

homogeneous differential equations
Homogeneous differential equations are fundamental in studying differential equations. They have the form \(\frac{d^{2} y}{d x^{2}} + P(x) \frac{d y}{d x} + Q(x)y = 0\). The trick here is that there is no standalone function of \(x\) on the right-hand side—that's what makes it 'homogeneous'. \If you're given an equation like \(\frac{d^{2} y}{d x^{2}} - y = 0\), this is a second-order homogeneous differential equation.\These equations are crucial for solving physical and engineering problems where the system returns to equilibrium—think springs or circuits without external forces.
complementary solution
The complementary solution is the general solution to the homogeneous part of the differential equation. For instance, for \(\frac{d^{2} y}{d x^{2}} - y = 0\), we solve the equation as if it were equal to zero.\To solve this, find the roots of the characteristic equation derived from the homogeneous equation: \(\frac{d^{2} y}{d x^{2}} - y = 0\) gives \( \lambda^2 - 1 = 0, \ \lambda = ±1\).\The complementary solution would then be \(y_c = C_1 e^x + C_2 e^{-x}\). It captures the system's inherent properties without external influence.
particular solution
A particular solution addresses the non-homogeneous part of the differential equation, which includes external forces or inputs. \The method of variation of parameters is a common technique to find this solution. Take \(\frac{d^{2} y}{d x^{2}} - y = x^n\). Start with the complementary solution \(y_c = C_1 e^x + C_2 e^{-x}\).\Then assume \(y_p = u_1(x) e^x + u_2(x) e^{-x}\). You'll need to compute these functions by first finding the Wronskian and then using it to solve for \(u_1'\) and \(u_2'\): \[u_1' = -\frac{y_2(x) f(x)}{W}, \ u_2' = \frac{y_1(x) f(x)}{W}\]. Finally, integrate \(u_1'\) and \(u_2'\) to find \(u_1\) and \(u_2\).
Wronskian
The Wronskian is a determinant used to determine whether a set of solutions is linearly independent. For two functions \(y_1(x)\) and \(y_2(x)\), the Wronskian is given by: \[W(y_1, y_2) = \begin{vmatrix} y_1 & y_2 \ y_1' & y_2' \end{vmatrix} \]For example, for \(y_1 = e^x\) and \(y_2 = e^{-x}\), their Wronskian is \[W(e^x, e^{-x}) = \begin{vmatrix} e^x & e^{-x} \ e^x & -e^{-x} \end{vmatrix} = -2 \]A non-zero Wronskian indicates the functions are linearly independent, which is crucial for building the general solution of the differential equation.

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Most popular questions from this chapter

Show that the Green's function for the equation $$ \frac{d^{2} y}{d x^{2}}+\frac{y}{4}=f(x) $$ subject to the boundary conditions \(y(0)=y(\pi)=0\), is given by $$ G(x, z)= \begin{cases}-2 \cos \frac{1}{2} x \sin \frac{1}{2} z & 0 \leq z \leq x \\ -2 \sin \frac{1}{2} x \cos \frac{1}{2} z & x \leq z \leq \pi.\end{cases} $$

In a particular scheme for modelling numerically one-dimensional fluid flow, the successive values, \(u_{n}\), of the solution are connected for \(n \geq 1\) by the difference equation $$ c\left(u_{n+1}-u_{n-1}\right)=d\left(u_{n+1}-2 u_{n}+u_{n-1}\right) $$ where \(c\) and \(d\) are positive constants. The boundary conditions are \(u_{0}=0\) and \(u_{M}=1\). Find the solution to the equation and show that successive values of \(u_{n}\) will have alternating signs if \(c>d\).

A simple harmonic oscillator, with natural frequency \(\omega_{0}\), experiences an oscillating driving force \(f(t)=\cos \omega t .\) Therefore, its equation of motion is $$ \frac{d^{2} x}{d t^{2}}+\omega_{0}^{2} x=\cos \omega t $$ where \(x\) is its position. Given that at \(t=0\) we have \(x=d x / d t=0\), find the function \(x(t) .\) Describe the solution if \(\omega\) is approximately, but not exactly, equal to \(\omega_{0}\).

(a) Given that \(y_{1}(x)=1 / x\) is a solution of $$ F(x, y)=x(x+1) \frac{d^{2} y}{d x^{2}}+\left(2-x^{2}\right) \frac{d y}{d x}-(2+x) y=0 $$ find a second linearly independent solution, (i) by setting \(y_{2}(x)=y_{1}(x) u(x)\), (ii) by noting the sum of the coefficients in the equation. (b) Hence, using the variation of parameters method, find the general solution of $$ F(x, y)=(x+1)^{2}. $$

The theory of bent beams shows that at any point in the beam the 'bending moment' is given by \(K / \rho\), where \(K\) is a constant (that depends upon the beam material and cross-sectional shape) and \(\rho\) is the radius of curvature at that point. Consider a light beam of length \(L\) whose ends, \(x=0\) and \(x=L\), are supported at the same vertical height and which has a weight \(W\) suspended from its centre. Verify that at any point \(x(0 \leq x \leq L / 2\) for definiteness) the net magnitude of the bending moments, (bending moment \(=\) force \(\times\) perpendicular distance) due to the weight and support reactions, evaluated on either side of \(x\), is \(W x / 2\). If the beam is only slightly bent, so that \((d y / d x)^{2} \ll 1\), where \(y=y(x)\) is the downward displacement of the beam at \(x\), show that the beam profile satisfies the approximate equation $$ \frac{d^{2} y}{d x^{2}}=-\frac{W x}{2 K} $$ By integrating this equation twice and using physically imposed conditions on your solution at \(x=0\) and \(x=L / 2\), show that the downward displacement at the centre of the beam is \(W L^{3} /(48 K)\).

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