Difference between revisions of "User:Tohline/SSC/Synopsis"
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The second derivative of the free-energy function is, | |||
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<math>~\frac{d^2 \mathfrak{G}}{dR^2}</math> | |||
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<math>~=</math> | |||
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<math>~ | |||
-2aR^{-3} + (3-3\gamma)(2-3\gamma)b R^{1-3\gamma} + 6cR | |||
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<math>~=</math> | |||
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<math>~\frac{1}{R^2}\biggl[ | |||
2W_\mathrm{grav} - 3(\gamma-1)(2-3\gamma)U_\mathrm{int} + 6P_e V | |||
\biggr] \, . | |||
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Evaluating this second derivative for an equilibrium configuration — that is by calling upon the (virial) equilibrium condition to set the value of the internal energy — we have, | |||
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<math>~3(\gamma-1)U_\mathrm{int}</math> | |||
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<math>~=</math> | |||
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<math>~3P_e V - W_\mathrm{grav} </math> | |||
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<math>~\Rightarrow~~~ R^2 \biggl[\frac{d^2\mathfrak{G}}{dR^2}\biggr]_\mathrm{equil}</math> | |||
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<math>~=</math> | |||
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<math>~2W_\mathrm{grav} - (2-3\gamma)\biggl[3P_e V - W_\mathrm{grav} \biggr] + 6P_e V | |||
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<math>~</math> | <math>~(4-3\gamma)W_\mathrm{grav} + 3^2\gamma P_e V \, . | ||
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Approximation: Homologous Expansion/Contraction | |||
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If we ''guess'' that radial oscillations about the equilibrium state involve purely homologous expansion/contraction, then the radial-displacement eigenfunction is, <math>~x</math> = constant, and the governing variational relation gives, | |||
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<math>~\omega^2 \int_0^R r^2 dM_r</math> | |||
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<math>~\approx</math> | |||
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<math>~ | |||
(4- 3\gamma) W_\mathrm{grav}+ 3^2 \gamma P_eV \, . | |||
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Latest revision as of 18:47, 18 June 2017
Spherically Symmetric Configurations Synopsis
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Spherically Symmetric Configurations that undergo Adiabatic Compression/Expansion — adiabatic index, <math>~\gamma</math> |
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Equilibrium Structure |
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Detailed Force Balance |
Free-Energy Analysis |
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The Free-Energy is,
Therefore, also,
Equilibrium configurations exist at extrema of the free-energy function, that is, they are identified by setting <math>~d\mathfrak{G}/dR = 0</math>. Hence, equilibria are defined by the condition,
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Virial Equilibrium | |||||||||||||||||||
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Stability Analysis |
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Perturbation Theory |
Free-Energy Analysis |
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Given the radial profile of the density and pressure in the equilibrium configuration, solve the eigenvalue problem defined by the, LAWE: Linear Adiabatic Wave (or Radial Pulsation) Equation
to find one or more radially dependent, radial-displacement eigenvectors, <math>~x \equiv \delta r/r</math>, along with (the square of) the corresponding oscillation eigenfrequency, <math>~\omega^2</math>. |
The second derivative of the free-energy function is,
Evaluating this second derivative for an equilibrium configuration — that is by calling upon the (virial) equilibrium condition to set the value of the internal energy — we have,
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Variational Principle |
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Multiply the LAWE through by <math>~4\pi x dr</math>, and integrate over the volume of the configuration gives the, Governing Variational Relation
Now, by setting <math>~(d\ln x/d\ln r)_{r=R} = -3</math>, we can ensure that the pressure fluctuation is zero and, hence, <math>~P = P_e</math> at the surface, in which case this relation becomes,
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Approximation: Homologous Expansion/Contraction |
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If we guess that radial oscillations about the equilibrium state involve purely homologous expansion/contraction, then the radial-displacement eigenfunction is, <math>~x</math> = constant, and the governing variational relation gives,
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See Also
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