Difference between revisions of "User:Tohline/SSC/Stability BoundedCompositePolytropes"

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(→‎Together: Fix error in final expression)
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= \frac{4\pi}{(n+1)^n} \cdot \xi_1^{-(n+1)} (-\Theta_H^')^{1-n}_{\xi_1} \, .
= \frac{4\pi}{(n+1)^n} \cdot \xi_1^{-(n+1)} (-\Theta_H^')^{1-n}_{\xi_1} \, .
</math>
</math>
</div>
===Stability===
The procedure that has been used to obtain a detailed force-balanced model of unbounded polytropes cannot readily be extended to provide a stability analysis of such systems.  However, the free-energy analysis can be readily extended.  If the first derivative of the free-energy function is zero &#8212; that is, if you have identified an equilibrium configuration &#8212; and the second derivative of the free-energy function for that configuration is ''positive'', then the equilibrium system is dynamically stable.  If, however, the second derivative is ''negative'', then the equilibrium system is dynamically unstable.
Using the expression for the second derivative of the free-energy function [[User:Tohline/SSC/Stability_BoundedCompositePolytropes#Free-Energy_Function_and_Its_Derivatives|derived above]], we deduce that equilibrium configurations are ''dynamically unstable'' when,
<div align="center">
<table border="0" cellpadding="5">
<tr>
  <td align="right">
<math>~\biggl[\frac{3(3+n)b}{n^2}\cdot x^{(n-3)/n} - 2a \biggr]_{x_\mathrm{eq}} </math>
  </td>
  <td align="center">
<math>~<</math>
  </td>
  <td align="left">
<math>
~0
</math>
  </td>
</tr>
<tr>
  <td align="right">
<math>~\Rightarrow ~~~~~ x_\mathrm{eq}^{(n-3)/n} </math>
  </td>
  <td align="center">
<math>~<</math>
  </td>
  <td align="left">
<math>
~\frac{2an^2}{3(3+n)b}
</math>
  </td>
</tr>
<tr>
  <td align="right">
<math>~\Rightarrow ~~~~~ \frac{an}{3b} </math>
  </td>
  <td align="center">
<math>~<</math>
  </td>
  <td align="left">
<math>
~\frac{2an^2}{3(3+n)b}
</math>
  </td>
</tr>
<tr>
  <td align="right">
<math>~\Rightarrow ~~~~~ n </math>
  </td>
  <td align="center">
<math>~></math>
  </td>
  <td align="left">
<math>
~3 \, .
</math>
  </td>
</tr>
</table>
</div>
</div>



Revision as of 22:23, 24 March 2015

Instabilities in Bounded and Composite Polytropes

Whitworth's (1981) Isothermal Free-Energy Surface
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Unbounded, Complete Polytropes

Free-Energy Function and Its Derivatives

The free-energy function that is relevant to a discussion of the structure and stability of unbounded configurations having polytropic index, <math>~n</math>, has the form,

<math>~\mathcal{G}(x)</math>

<math>~=</math>

<math> -ax^{-1} +b x^{-3/n} + \mathcal{G}_0 \, , </math>

where <math>~x \equiv R/R_\mathrm{SWS}</math> identifies the radius of the configuration and <math>\mathcal{G}_0</math> is an arbitrary constant. If the coefficients, <math>~a, b</math>, and <math>~c</math>, are held constant while varying the configuration's size, we see that,

<math>~\frac{d\mathcal{G}}{dx}</math>

<math>~=</math>

<math> x^{-2} \biggl[ a - \frac{3b}{n}\cdot x^{(n-3)/n} \biggr] \, , </math>

and,

<math>~\frac{d^2\mathcal{G}}{dx^2}</math>

<math>~=</math>

<math> x^{-3} \biggl[ -2a + \frac{3(3+n)b}{n^2}\cdot x^{(n-3)/n} \biggr] \, . </math>

In terms of the system's mass and its structural form factors, <math>~\mathfrak{f}_M</math>, <math>~\mathfrak{f}_A</math>, and <math>~\mathfrak{f}_W</math>, the two relevant coefficients are,

<math>~a</math>

<math>~=</math>

<math>~\frac{3}{5}\biggl(\frac{n+1}{n}\biggr) \biggl[ \biggl( \frac{M}{M_\mathrm{SWS}}\biggr) \cdot \frac{1}{\mathfrak{f}_M} \biggr]^2 \mathfrak{f}_W \, ,</math>

<math>~b</math>

<math>~=</math>

<math>~n \biggl( \frac{3}{4\pi}\biggr)^{1/n} \biggl[ \biggl( \frac{M}{M_\mathrm{SWS}}\biggr) \cdot \frac{1}{\mathfrak{f}_M} \biggr]^{(n+1)/n} \mathfrak{f}_A \, . </math>

Equilibrium Radius

A configuration's equilibrium radius, <math>~x_\mathrm{eq}</math>, can be determined one of two ways:

Extrema in the Free Energy

Equilibria are identified by extrema in the free-energy function. Setting <math>d\mathcal{G}/dx = 0</math>, we find,

<math>~x_\mathrm{eq}</math>

<math>~=</math>

<math> \biggl(\frac{an}{3b} \biggr)^{n/(n-3)} </math>

<math>~\Rightarrow ~~~~~ R_\mathrm{eq}^{n-3}</math>

<math>~=</math>

<math>\frac{R_\mathrm{SWS}^{n-3}}{M_\mathrm{SWS}^{n-1}} \biggl( \frac{4\pi}{3\cdot 5^n}\biggr) \biggl(\frac{n+1}{n}\biggr)^n \biggl[ \frac{\mathfrak{f}_W^n \mathfrak{f}_M^{1-n}}{\mathfrak{f}_A^n} \biggr] M^{n-1} </math>

 

<math>~=</math>

<math>\biggl( \frac{4\pi}{3\cdot 5^n}\biggr) \biggl[ \frac{\mathfrak{f}_W^n \mathfrak{f}_M^{1-n}}{\mathfrak{f}_A^n} \biggr] G^n K^{-n} M^{n-1} \, . </math>

If one assumes that the equilibrium system has no internal structure — that is, that the interior density and temperature are uniform throughout — then <math>~\mathfrak{f}_M = \mathfrak{f}_A = \mathfrak{f}_W = 1</math> and this derived expression gives a good estimate of the equilibrium radius, given any choice of the pair of parameters, <math>~M</math> and <math>~K</math>.


Detailed Force Balance

Alternatively, a solution of the,

Lane-Emden Equation

LSU Key.png

<math>~\frac{1}{\xi^2} \frac{d}{d\xi}\biggl( \xi^2 \frac{d\Theta_H}{d\xi} \biggr) = - \Theta_H^n</math>

gives information regarding the detailed interior structure of the equilibrium system via knowledge of the properties of the Lane-Emden function, <math>~\Theta_H(\xi)</math>, as well as an exact expression for the equilibrium radius, namely,

<math>~R_\mathrm{eq}^{n-3} = \frac{3^n}{(n+1)^n} \biggl(\frac{4\pi}{3}\biggr) G^n K^{-n} M^{n-1} \cdot \frac{\mathfrak{f}_M^{1-n}}{\xi_1^{2n}} \, , </math>

where,

<math>~\mathfrak{f}_M \equiv \frac{\bar\rho}{\rho_c} = \biggl(- \frac{3\Theta_H^'}{\xi} \biggr)_{\xi_1} \, .</math>

Together

Now, once the Lane-Emden function, <math>~\Theta_H</math>, is known from a detailed force-balance model, the other two structural form factors also can be straightforwardly determined. For unbounded, complete polytropes, the relevant expressions are,

<math>~\mathfrak{f}_W</math>

<math>~=</math>

<math>~\frac{3^2\cdot 5}{5-n} \biggl[ \frac{\Theta_H^'}{\xi} \biggr]^2_{\xi_1} \, ,</math>

<math>~\mathfrak{f}_A</math>

<math>~=</math>

<math>~\frac{3(n+1) }{(5-n)} ~\biggl[ \Theta_H^' \biggr]^2_{\xi_1} \, .</math>

Plugging the appropriate ratio of these two functions, namely,

<math>~\biggl[\frac{\mathfrak{f}_W}{\mathfrak{f}_A} \biggr]^n</math>

<math>~=</math>

<math>~\biggl( \frac{3\cdot 5}{n+1} \biggr)^n \biggl[ \frac{1}{\xi} \biggr]^{2n}_{\xi_1} \, ,</math>

into the expression for the equilibrium radius obtained from the free-energy analysis gives precisely the same answer as was obtained from the detailed force-balance analysis. Using either method of determination we conclude, therefore, that,

<math>~\frac{K^n R_\mathrm{eq}^{n-3}}{G^n M^{n-1}} = \frac{4\pi}{(n+1)^n} \cdot \xi_1^{-(n+1)} (-\Theta_H^')^{1-n}_{\xi_1} \, . </math>

Stability

The procedure that has been used to obtain a detailed force-balanced model of unbounded polytropes cannot readily be extended to provide a stability analysis of such systems. However, the free-energy analysis can be readily extended. If the first derivative of the free-energy function is zero — that is, if you have identified an equilibrium configuration — and the second derivative of the free-energy function for that configuration is positive, then the equilibrium system is dynamically stable. If, however, the second derivative is negative, then the equilibrium system is dynamically unstable.

Using the expression for the second derivative of the free-energy function derived above, we deduce that equilibrium configurations are dynamically unstable when,

<math>~\biggl[\frac{3(3+n)b}{n^2}\cdot x^{(n-3)/n} - 2a \biggr]_{x_\mathrm{eq}} </math>

<math>~<</math>

<math> ~0 </math>

<math>~\Rightarrow ~~~~~ x_\mathrm{eq}^{(n-3)/n} </math>

<math>~<</math>

<math> ~\frac{2an^2}{3(3+n)b} </math>

<math>~\Rightarrow ~~~~~ \frac{an}{3b} </math>

<math>~<</math>

<math> ~\frac{2an^2}{3(3+n)b} </math>

<math>~\Rightarrow ~~~~~ n </math>

<math>~></math>

<math> ~3 \, . </math>

Related Discussions

Whitworth's (1981) Isothermal Free-Energy Surface

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