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

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(→‎Instabilities in Bounded and Composite Polytropes: Insert Stahler's mass and radius determinations along with discovered form-factor expressions)
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==Bounded (Pressure-Truncated) Polytropes==
==Bounded (Pressure-Truncated) Polytropes==
Throughout this section we will rely on the following definitions of two normalization constants:
<div align="center">
<math>M_\mathrm{SWS} =
\biggl( \frac{n+1}{nG} \biggr)^{3/2} K_n^{2n/(n+1)} P_\mathrm{e}^{(3-n)/[2(n+1)]} \, ,</math>
</div>
<div align="center">
<math>
R_\mathrm{SWS} = \biggl( \frac{n+1}{nG} \biggr)^{1/2} K_n^{n/(n+1)} P_\mathrm{e}^{(1-n)/[2(n+1)]} \, .
</math>
</div>
===Free-Energy Function and Its Derivatives===
===Free-Energy Function and Its Derivatives===
The free-energy function that is relevant to a discussion of the structure and stability of a pressure-truncated configuration having polytropic index, <math>~n</math>,  has the form,
The free-energy function that is relevant to a discussion of the structure and stability of a pressure-truncated configuration having polytropic index, <math>~n</math>,  has the form,
Line 372: Line 384:
</div>
</div>


In terms of the system's mass and its [[User:Tohline/SSC/Virial/PolytropesEmbedded/SecondEffortAgain#Structural_Form_Factors|structural form factors]], <math>~\mathfrak{f}_M</math>, <math>~\mathfrak{f}_A</math>, and <math>~\mathfrak{f}_W</math>, the three relevant coefficients are,
In terms of the system's mass and its [[User:Tohline/SSC/Virial/PolytropesEmbedded/SecondEffortAgain#Structural_Form_Factors|structural form factors]], <math>~\tilde\mathfrak{f}_M</math>, <math>~\tilde\mathfrak{f}_A</math>, and <math>~\tilde\mathfrak{f}_W</math>, the three relevant coefficients are,


<div align="center">
<div align="center">
Line 384: Line 396:
   </td>
   </td>
   <td align="left">
   <td align="left">
<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
<math>~\frac{3}{5}\biggl(\frac{n+1}{n}\biggr) \biggl[ \biggl( \frac{M}{M_\mathrm{SWS}}\biggr) \cdot \frac{1}{\tilde\mathfrak{f}_M} \biggr]^2
\mathfrak{f}_W  \, ,</math>
\tilde\mathfrak{f}_W  \, ,</math>
   </td>
   </td>
</tr>
</tr>
Line 397: Line 409:
   </td>
   </td>
   <td align="left">
   <td align="left">
<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}
<math>~n \biggl( \frac{3}{4\pi}\biggr)^{1/n} \biggl[ \biggl( \frac{M}{M_\mathrm{SWS}}\biggr) \cdot \frac{1}{\tilde\mathfrak{f}_M} \biggr]^{(n+1)/n}
\mathfrak{f}_A \, ,
\tilde\mathfrak{f}_A \, ,
</math>
</math>
   </td>
   </td>
Line 440: Line 452:


</table>
</table>
</div>
Plugging the definitions of the three free-energy coefficients into this virial expression gives the mass-radius relationship for pressure-truncated, polytropic equilibrium configurations, namely,
<div align="center">
<table border="0" cellpadding="5">
<tr>
  <td align="right">
<math>~\biggl( \frac{3}{4\pi} \biggr)^{1/n} \tilde\mathfrak{f}_A \biggl[
\biggl( \frac{M}{M_\mathrm{SWS}} \biggr) \frac{1}{\tilde\mathfrak{f}_M} \biggr]^{(n+1)/n} 
\biggl( \frac{R_\mathrm{eq}}{R_\mathrm{SWS}} \biggr)^{(n-3)/n} </math>
  </td>
  <td align="center">
<math>~=</math>
  </td>
  <td align="left">
<math>\frac{1}{5} \cdot \tilde\mathfrak{f}_W
\biggl( \frac{n+1}{n}\biggr) \biggl[\biggl( \frac{M}{M_\mathrm{SWS}} \biggr) \frac{1}{\tilde\mathfrak{f}_M} \biggr]^{2}
+ \frac{4\pi}{3} \biggl( \frac{R_\mathrm{eq}}{R_\mathrm{SWS}} \biggr)^4 \, .
</math>
  </td>
</tr>
</table>
</div>
====Detailed Force Balance====
From the detailed force-balance analysis presented in Appendix B of [http://adsabs.harvard.edu/abs/1983ApJ...268..165S Steven W. Stahler (1983)], we see that the mass, <math>~M</math>, associated with the equilibrium radius, <math>~R_\mathrm{eq}</math>, of bounded (pressure-truncated) polytropic spheres is given through the following pair of parametric relations:
<div align="center">
<table border="0" cellpadding="3">
<tr>
  <td align="right">
<math>
~\frac{M}{M_\mathrm{SWS}}
</math>
  </td>
  <td align="center">
<math>~=~</math>
  </td>
  <td align="left">
<math>
\biggl( \frac{n^3}{4\pi} \biggr)^{1/2}  \tilde\Theta_H^{(n-3)/2} \tilde\xi^2 (-\tilde\Theta_H^') \, ,
</math>
  </td>
</tr>
<tr>
  <td align="right">
<math>
~\frac{R_\mathrm{eq}}{R_\mathrm{SWS} }
</math>
  </td>
  <td align="center">
<math>~=~</math>
  </td>
  <td align="left">
<math>
\biggl( \frac{n}{4\pi} \biggr)^{1/2}  \tilde\xi \tilde\Theta_H^{(n-1)/2}  \, .
</math>
  </td>
</tr>
</table>
</div>
====Together====
As was realized in the case of unbounded polytropes, once the Lane-Emden function, <math>~\tilde\Theta_H</math>, is known from a detailed force-balance analysis, all three structural form factors can be straightforwardly determined.  For bounded (pressure-truncated) polytropes, the relevant expressions are,
<div align="center">
<table border="0" cellpadding="5" align="center">
<tr>
  <td align="right">
<math>~\tilde\mathfrak{f}_M</math>
  </td>
  <td align="center">
<math>~=</math>
  </td>
  <td align="left">
<math>~ - \frac{3\tilde\Theta_H^'}{\tilde\xi}  </math>
  </td>
</tr>
<tr>
  <td align="right">
<math>\tilde\mathfrak{f}_W</math>
  </td>
  <td align="center">
<math>~=</math>
  </td>
<td align="left">
<math>\frac{3\cdot 5}{(5-n)\tilde\xi^2}
\biggl[\tilde\Theta_H^{n+1} + 3 (\tilde\Theta_H^')^2 - \tilde\mathfrak{f}_M \tilde\Theta_H \biggr]
</math>
  </td>
</tr>
<tr>
  <td align="right">
<math>~
\tilde\mathfrak{f}_A
</math>
  </td>
  <td align="center">
<math>~=</math>
  </td>
  <td align="left">
<math>~\frac{1}{(5-n)} \biggl\{ 6\tilde\Theta_H^{n+1} +  (n+1)
\biggl[3 (\tilde\Theta_H^')^2 - \tilde\mathfrak{f}_M \tilde\Theta_H \biggr] \biggr\}
</math>
  </td>
</tr>
</table>
</div>
Plugging the appropriate ratio of these two functions, namely,
<div align="center">
<table border="0" cellpadding="5" align="center">
<tr>
  <td align="right">
<math>~\biggl[\frac{\mathfrak{f}_W}{\mathfrak{f}_A} \biggr]^n</math>
  </td>
  <td align="center">
<math>~=</math>
  </td>
  <td align="left">
<math>~\biggl( \frac{3\cdot 5}{n+1} \biggr)^n \biggl[ \frac{1}{\xi} \biggr]^{2n}_{\xi_1} \, ,</math>
  </td>
</tr>
</table>
</div>
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,
<div align="center">
<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>
</div>
</div>



Revision as of 23:39, 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>


Bounded (Pressure-Truncated) Polytropes

Throughout this section we will rely on the following definitions of two normalization constants:

<math>M_\mathrm{SWS} = \biggl( \frac{n+1}{nG} \biggr)^{3/2} K_n^{2n/(n+1)} P_\mathrm{e}^{(3-n)/[2(n+1)]} \, ,</math>

<math> R_\mathrm{SWS} = \biggl( \frac{n+1}{nG} \biggr)^{1/2} K_n^{n/(n+1)} P_\mathrm{e}^{(1-n)/[2(n+1)]} \, . </math>

Free-Energy Function and Its Derivatives

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

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

<math>~=</math>

<math> -ax^{-1} +b x^{-3/n} + c x^3 + \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> ax^{-2} - \frac{3b}{n}\cdot x^{-(3+n)/n} + 3c x^2 </math>

 

<math>~=</math>

<math> x^{-2} \biggl[ a - \frac{3b}{n}\cdot x^{(n-3)/n} + 3c x^4 \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} + 6c x^4 \biggr] \, . </math>

In terms of the system's mass and its structural form factors, <math>~\tilde\mathfrak{f}_M</math>, <math>~\tilde\mathfrak{f}_A</math>, and <math>~\tilde\mathfrak{f}_W</math>, the three 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}{\tilde\mathfrak{f}_M} \biggr]^2 \tilde\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}{\tilde\mathfrak{f}_M} \biggr]^{(n+1)/n} \tilde\mathfrak{f}_A \, , </math>

<math>~c</math>

<math>~=</math>

<math>~\frac{4\pi}{3} \, . </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, that is, by setting <math>d\mathcal{G}/dx = 0</math>. Hence, <math>~x_\mathrm{eq}</math> is given by the root(s) of the polynomial expression that is often referred to as the,

Scalar Virial Theorem

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

<math>~=</math>

<math>\frac{n}{b} \biggl[\frac{a}{3} + c\cdot x^4_\mathrm{eq} \biggr] \, . </math>

Plugging the definitions of the three free-energy coefficients into this virial expression gives the mass-radius relationship for pressure-truncated, polytropic equilibrium configurations, namely,

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

<math>~=</math>

<math>\frac{1}{5} \cdot \tilde\mathfrak{f}_W \biggl( \frac{n+1}{n}\biggr) \biggl[\biggl( \frac{M}{M_\mathrm{SWS}} \biggr) \frac{1}{\tilde\mathfrak{f}_M} \biggr]^{2} + \frac{4\pi}{3} \biggl( \frac{R_\mathrm{eq}}{R_\mathrm{SWS}} \biggr)^4 \, . </math>

Detailed Force Balance

From the detailed force-balance analysis presented in Appendix B of Steven W. Stahler (1983), we see that the mass, <math>~M</math>, associated with the equilibrium radius, <math>~R_\mathrm{eq}</math>, of bounded (pressure-truncated) polytropic spheres is given through the following pair of parametric relations:

<math> ~\frac{M}{M_\mathrm{SWS}} </math>

<math>~=~</math>

<math> \biggl( \frac{n^3}{4\pi} \biggr)^{1/2} \tilde\Theta_H^{(n-3)/2} \tilde\xi^2 (-\tilde\Theta_H^') \, , </math>

<math> ~\frac{R_\mathrm{eq}}{R_\mathrm{SWS} } </math>

<math>~=~</math>

<math> \biggl( \frac{n}{4\pi} \biggr)^{1/2} \tilde\xi \tilde\Theta_H^{(n-1)/2} \, . </math>


Together

As was realized in the case of unbounded polytropes, once the Lane-Emden function, <math>~\tilde\Theta_H</math>, is known from a detailed force-balance analysis, all three structural form factors can be straightforwardly determined. For bounded (pressure-truncated) polytropes, the relevant expressions are,

<math>~\tilde\mathfrak{f}_M</math>

<math>~=</math>

<math>~ - \frac{3\tilde\Theta_H^'}{\tilde\xi} </math>

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

<math>~=</math>

<math>\frac{3\cdot 5}{(5-n)\tilde\xi^2} \biggl[\tilde\Theta_H^{n+1} + 3 (\tilde\Theta_H^')^2 - \tilde\mathfrak{f}_M \tilde\Theta_H \biggr] </math>

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

<math>~=</math>

<math>~\frac{1}{(5-n)} \biggl\{ 6\tilde\Theta_H^{n+1} + (n+1) \biggl[3 (\tilde\Theta_H^')^2 - \tilde\mathfrak{f}_M \tilde\Theta_H \biggr] \biggr\} </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>

Related Discussions

Whitworth's (1981) Isothermal Free-Energy Surface

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