Chapter 8: Problem 2
\(2 x^{2} y^{\prime \prime}(x)+13 x y^{\prime}(x)+15 y(x)=0\)
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Chapter 8: Problem 2
\(2 x^{2} y^{\prime \prime}(x)+13 x y^{\prime}(x)+15 y(x)=0\)
These are the key concepts you need to understand to accurately answer the question.
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\(F(1,1 ; 2 ; x)=-x^{-1} \ln (1-x)\)
The equation $$x y^{\prime \prime}(x)+(1-x) y^{\prime}(x)+n y(x)=0$$ where \(n\) is a nonnegative integer, is called Laguerre's differential equation. Show that for each \(n,\) this equation has a polynomial solution of degree \(n .\) These polynomials are denoted by \(L_{n}(x)\) and are called Laguerre polynomials. The first few Laguerre polynomials are $$\begin{aligned} L_{0}(x) &=1, \quad L_{1}(x)=-x+1 \\ L_{2}(x) &=x^{2}-4 x+2 \end{aligned}$$
Buckling Columns. In the study of the buckling of a column whose cross section varies, one encounters the equation $$\quad x^{n} y^{\prime \prime}(x)+\alpha^{2} y(x)=0, \quad x>0$$ where x is related to the height above the ground and y is the deflection away from the vertical. The positive constant a depends on the rigidity of the column, its moment of inertia at the top, and the load. The positive integer n depends on the type of column. For example, when the column is a truncated cone [see Figure 8.13(a) on page 474], we have $$n=4$$ (a) Use the substitution \(x=t^{-1}\) to reduce \((45)\) with \(n=4\) to the form \(\frac{d^{2} y}{d t^{2}}+\frac{2}{t} \frac{d y}{d t}+\alpha^{2} y=0, \quad t>0\) (b) Find at least the first six nonzero terms in the series expansion about \(t=0\) for a general solution to the equation obtained in part (a). (c) Use the result of part (b) to give an expansion about \(x=\infty\) for a general solution to \((45) .\)
$$3 x^{2} y^{\prime \prime}+8 x y^{\prime}+(x-2) y=0$$
$$\theta^{3} y^{\prime \prime}+\theta(\sin \theta) y^{\prime}-(\tan \theta) y=0, \quad \text { at } \quad \theta=0$$
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