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Consider the equation $$ x^{p} y^{\prime \prime}+\frac{n+3-2 p}{n-1} x^{p-1} y^{\prime}+\left(\frac{p-2}{n-1}\right)^{2} x^{p-2} y=y^{n} $$ in which \(p \neq 2\) and \(n>-1\) but \(n \neq 1\). For the boundary conditions \(y(1)=0\) and \(y^{\prime}(1)=\lambda\), show that the solution is \(y(x)=v(x) x^{(p-2) /(n-1)}\), where \(v(x)\) is given by $$ \int_{0}^{v(x)} \frac{d z}{\left[\lambda^{2}+2 z^{n+1} /(n+1)\right]^{1 / 2}}=\ln x. $$

Short Answer

Expert verified
Assuming \( y = v(x) x^{(p-2)/(n-1)} \) and applying given boundary conditions, the solution satisfies:\[ \int_{0}^{v(x)} \frac{dz}{\left[ \lambda^2 + 2z^{n+1} / (n+1) \right]^{1/2}} = \ln x \].

Step by step solution

01

- Assume the Solution Form

Start by assuming that the solution is of the form: \[ y(x) = v(x) x^{\frac{p-2}{n-1}} \]where \( v(x) \) is a function to be determined.
02

- Compute Derivatives

Compute the first and second derivatives of the assumed solution:\[ y'(x) = v'(x)x^{\frac{p-2}{n-1}} + v(x)\frac{p-2}{n-1}x^{\frac{p-2}{n-1}-1} \]\[ y''(x) = v''(x)x^{\frac{p-2}{n-1}} + 2v'(x)\frac{p-2}{n-1}x^{\frac{p-2}{n-1}-1} + v(x)\frac{p-2}{n-1}\left(\frac{p-2}{n-1}-1\right)x^{\frac{p-2}{n-1}-2} \]
03

- Substitute into Differential Equation

Substitute the first and second derivatives into the original differential equation:\[ x^{p}y'' + \frac{n+3-2p}{n-1}x^{p-1}y' + \left(\frac{p-2}{n-1}\right)^2 x^{p-2} y = y^{n} \]Replace \( y \), \( y' \), and \( y'' \) with their expressions in terms of \( v(x) \). After substitution, simplify the equation.
04

- Simplify and Separate Variables

After substitution, collect terms involving \( x \) and compare both sides equation to isolate terms involving \( v \) and \( v' \). You will find:\[ xv'' + \left( 2 \frac{p-2}{n-1} + \frac{n+3-2p}{n-1} \right) v' + \left( \frac{p-2}{n-1}\right)^2 v = x^{(p-2) / (n-1) \cdot n} \]
05

- Use Boundary Conditions

Apply the boundary conditions to find another relationship. Given: \( y(1)=0 \) and \( y'(1)=\lambda \).From \( y(1)=0 \), you get \( v(1)x^{(p-2)/(n-1)} = 0 \), so \( v(1)=0 \).From \( y'(1)=\lambda \), you get \( v'(1) + v(x) \frac{p-2}{n-1} = \lambda \), so \( v'(1)=\lambda - \frac{p-2}{n-1} \).
06

- Integrate to Find v(x)

Set up and solve an integral equation for \( v(x) \) by separating variables and integrating:\[ \int_{0}^{v(x)} \frac{dz}{\left[ \lambda^2 + 2z^{n+1} / (n+1)\right]^{1/2}} = \ln x \]This integral represents the implicit form of \( v(x) \) in terms of \( x \).

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Key Concepts

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

Boundary Conditions
In the context of differential equations, boundary conditions are essential requirements specified at the borders of the domain where a solution is sought. For the given problem, we have two boundary conditions:
  • \(y(1) = 0\)
  • \(y'(1) = \lambda\)
These conditions help determine specific solutions to the differential equation, ensuring that the solution is unique. Using boundary conditions can transform a general solution into a specific one, where we can isolate and find constants or functions involved.
For example, from \(y(1) = 0\), after assuming \(y(x) = v(x) x^{\frac{p-2}{n-1}}\), we substitute into the condition, giving \(v(1) = 0\). Similarly, inserting \(y'(x)\) and the value \(x = 1\) into the derivative boundary condition \(y'(1)=\lambda\), helps isolate \(v'(1)\) in terms of \(\lambda\) and other parameters.
Implicit Integration
Implicit integration is a method used when it is challenging to explicitly solve for the dependent variable. Instead, we represent the solution implicitly through an integral.
In our problem, solving for \(v(x)\) explicitly is complex, so we express it using an integral equation. We transform the differential equation and apply separation of variables, obtaining:
\[\int_{0}^{v(x)} \frac{dz}{\left[ \lambda^2 + 2z^{n+1} / (n+1)\right]^{1/2}} = \ln x\].
Here, \(v(x)\) is not given as a function, but as an integral, which implicitly defines \(v(x)\). This approach often leads to simpler forms or solutions that can be numerically or graphically analyzed.
Nonlinear Differential Equations
Nonlinear differential equations contain terms dependent on the product or nonlinear functions of the unknown function and its derivatives. Such equations are more complex to solve compared to linear ones.
In our equation, the term \(y^n\) makes it nonlinear because the dependent variable \(y\) is raised to the power of \(n\), where \(n eq 1\).
Nonlinear equations can exhibit diverse behaviors like multiple solutions, sensitivity to initial or boundary conditions, and even chaotic behavior. The solution process often involves more sophisticated techniques like transformations, approximations, or numerical methods.

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Most popular questions from this chapter

For a lightly damped \(\left(\gamma<\omega_{0}\right)\) harmonic oscillator driven at its undamped resonance frequency \(\omega_{0}\), the displacement \(x(t)\) at time \(t\) satisfies the equation $$ \frac{d^{2} x}{d t^{2}}+2 \gamma \frac{d x}{d t}+\omega_{0}^{2} x=F \sin \omega_{0} t. $$ Use Laplace transforms to find the displacement at a general time if the oscillator starts from rest at its equilibrium position. (a) Show that ultimately the oscillation has amplitude \(F /\left(2 \omega_{0} \gamma\right)\) with a phase lag of \(\pi / 2\) relative to the driving force \(F\). (b) By differentiating the original equation, conclude that if \(x(t)\) is expanded as a power series in \(t\) for small \(t\) then the first non-vanishing term is \(F \omega_{0} t^{3} / 6\). Confirm this conclusion by expanding your explicit solution.

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 \(W L^{3} /(48 K)\).

Find the general solution of $$ x^{2} \frac{d^{2} y}{d x^{2}}-x \frac{d y}{d x}+y=x $$ given that \(y(1)=1\) and \(y(e)=2 e\).

Two unstable isotopes \(A\) and \(B\) and a stable isotope \(C\) have the following decay rates per atom present: \(A \rightarrow B, 3 \mathrm{~s}^{-1} ; A \rightarrow C, 1 \mathrm{~s}^{-1} ; B \rightarrow C, 2 \mathrm{~s}^{-1}\). Initially a quantity \(x_{0}\) of \(A\) is present and none of the other two types. Using Laplace transforms, find the amount of \(C\) present at a later time \(t\).

Find the general expression for the \(u_{n}\) satisfying $$ u_{n+1}=2 u_{n-2}-u_{n-1} $$ with \(u_{0}=u_{1}=0\) and \(u_{2}=1\), and show that they can be written in the form $$ u_{n}=\frac{1}{5}-\frac{2^{n / 2}}{\sqrt{5}} \cos \left(\frac{3 \pi n}{4}-\phi\right) $$ where \(\tan \phi=2\).

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