SSC/Stability/UniformDensity

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The Stability of Uniform-Density Spheres

Sterne's
Analytic Sol'n
of Eigenvalue
Problem

(1937)

As far as we have been able to determine, 📚 T. E. Sterne (1937, MNRAS, Vol. 97, pp. 582 - 593) was the first to use linearized perturbation techniques and, specifically, the Adiabatic Wave Equation, to thoroughly analyze the stability of uniform-density, self-gravitating spheres. While uniform-density configurations present an overly simplified description of real stars, the stability analysis presented by 📚 Sterne (1937) — hereafter, Sterne37 — is an important one because it presents a complete spectrum of radial pulsation eigenvectors — eigenfrequencies plus the corresponding eigenfunctions — as closed-form analytic expressions. Such analytic solutions are quite rare in the context of studies of the structure, stability, and dynamics of self-gravitating fluids.

As has been explained in an accompanying introductory discussion, this type of stability analysis requires the solution of an eigenvalue problem. Here we begin by re-presenting the governing 2nd-order ODE (the Adiabatic Wave Equation) as it was derived in the accompanying introductory discussion, along with the specification of two customarily used boundary conditions; and we review the properties of the equilibrium configuration — also derived in a separate discussion — that are relevant to this stability analysis. Interleaved with this presentation, we also show the governing wave equation as it was derived by Sterne37 — and a table that translates from Sterne's notation to ours — along with his corresponding review of the properties of the unperturbed equilibrium configuration. Finally, we present the solution to this eigenvalue problem that was derived by Sterne37 and discuss the properties of his derived radial pulsation eigenvectors.

The Eigenvalue Problem

Our Approach

As has been derived in an accompanying discussion, the second-order ODE that defines the relevant Eigenvalue problem is,

d2xdχ02+[4χ0(ρ0ρc)(P0Pc)1(g0gSSC)]dxdχ0+(ρ0ρc)(P0Pc)1(1γg)[τSSC2ω2+(43γg)(g0gSSC)1χ0]x=0.

where the dimensionless radius,

χ0r0R,

the characteristic time for dynamical oscillations in spherically symmetric configurations (SSC) is,

τSSC[R2ρcPc]1/2,

and the characteristic gravitational acceleration is,

gSSCPcRρc.

The two boundary conditions are,

dxdχ0=0        at         χ0=0;

and,

dlnxdχ0

=

1γg(43γg+ω2R3GMtot)        at         χ0=1.

The Approach Taken by Sterne (1937)

📚 Sterne (1937) begins his analysis by deriving the

Adiabatic Wave (or Radial Pulsation) Equation

d2xdr02+[4r0(g0ρ0P0)]dxdr0+(ρ0γgP0)[ω2+(43γg)g0r0]x=0

in a manner explicitly designed to reproduce Eddington's pulsation equation — it appears as equation (1.8) in Sterne37 — and, along with it, the surface boundary condition,

r0dlnxdr0

=

1γg(43γg+ω2R3GMtot)        at         r0=R,

which appears in Sterne37 as equation (1.9). Then, as shown in the following paragraph extracted directly from his paper, Sterne37 rewrites both of these expressions in, what he considers to be, "more convenient forms."


Reprint of the last paragraph of §1 (p. 585) from …
T. E. Sterne (1937)
Models of Radial Oscillation
Monthly Notices of the Royal Astronomical Society, Vol. 97, pp. 582 - 593

"Before proceeding further we write equations (1.8) and (1.9) in more convenient forms. Let ξ0=Rx. Then (1.8) becomes

ξ1'+4μxξ1'+Rρ0P0(n2Rγαg0x)ξ1=0;

(1.91)

and the boundary condition (1.9) becomes, from (1.5),

(n2Rγg0α)ξ1=ξ1'

(1.92)

at x=1. Here dashes denote differentiation with respect to x, a convention henceforth to be followed."

Notation:

Sterne's


  Ours


ξ0=Rx   r0
ξ1   x
n2   ω2
α   34/γg
μ   g0ρ0r0/P0
g0R2   GMtot

Properties of the Equilibrium Configuration

Our Setup

From our derived structure of a uniform-density sphere, in terms of the configuration's radius R and mass M, the central pressure and density are, respectively,

Pc=3G8π(M2R4) ,

and

ρc=3M4πR3 .

Hence the characteristic time and acceleration are, respectively,

τSSC=[R2ρcPc]1/2=[2R3GM]1/2=[32πGρc]1/2,

and,

gSSC=PcRρc=(GM2R2).

The required functions are,

  • Density:

ρ0(r0)ρc=1 ;

  • Pressure:

P0(r0)Pc=1χ02 ;

  • Gravitational acceleration:

g0(r0)gSSC=2χ0.

So our desired eigenfunctions and eigenvalues will be solutions to the following ODE:

1(1χ02){(1χ02)d2xdχ02+4χ0[132χ02]dxdχ0+1γg[τSSC2ω2+2(43γg)]x}=0.

Setup as Presented by Sterne (1937)

In §2 of his paper, 📚 Sterne (1937) details the structural properties of an equilibrium, uniform-density sphere as follows. (Text taken verbatim from Sterne37 are presented here in green.) Given that the undisturbed density is constant and equal to the mean density, ρ¯, the mass within any radius is,

Mr=(4π3)ρ¯ξ03;

the undisturbed values of gravity and the pressure are, respectively,

g0GMrξ02=(4π3)Gρ¯Rx

and

P0=(2π3)GR2ρ¯2(1x2);

and the quantity,

μg0ρ¯ξ0P0=2x2(1x2).

Hence, for this particular equilibrium model, the wave equation derived by Sterne37 — his equation (1.91), as displayed above — becomes,

0

=

ξ1'+[4μx]ξ1'+Rρ¯P0(n2Rγαg0x)ξ1

 

=

ξ1'+1x[42x2(1x2)]ξ1'+32πGRρ¯(1x2)[n2Rγ(4π3)αGρ¯R]ξ1

 

=

(1x2)ξ1'+1x[4(1x2)2x2]ξ1'+[3n22πγGρ¯2α]ξ1

 

=

(1x2)ξ1'+1x[46x2]ξ1'+𝔉ξ1,

where,

𝔉3n22πγGρ¯2α.

Note that, once the value of the parameter, 𝔉, has been determined for a given eigenvector, the square of the eigenfrequency will also be known via the inversion of this last expression. Specifically, in terms of 𝔉,

n2

=

2πγGρ¯3[𝔉+2(34γ)]

n24πGρ¯

=

(1+𝔉6)γ43.

As a reminder, in these terms the inner boundary condition is

ξ1'|x=0=0.

And the outer boundary condition becomes,

ξ1'

=

ξ1(n2Rγg0α)

 

=

ξ1[3x(n24πγGρ¯)3+4γ]

 

=

3ξ1{1x[(1+𝔉6)43γ]1+43γ}          at           x=1,

[ξ1'𝔉ξ12]x=1

=

0.


Sterne's General Solution

Sterne's Presentation

In what follows, as before, text presented in a green font has been taken verbatim from Sterne37. He begins by writing the unknown eigenfunction as a power series expanded about the origin, specifically,

ξ1

=

0akxk,

with, a0=1. It is found by substitution that the terms in odd powers of x vanish, and that the coefficients of the even terms satisfy the recurrence formula,

ak+2

=

akk2+5k𝔉(k+2)(k+5).

The wave equation and attending boundary conditions will all be satisfied if we choose 𝔉 so as to make the series solution terminate with some term, say the 2jth where j is zero or any positive integer. This it will do [via the above recurrence relation] if,

𝔉=2j(2j+5).

The first few solutions are displayed in the following boxed-in image that has been extracted directly from §2 (p. 587) of 📚 Sterne (1937); to the right of his table, we have added a column that expressly records the value of the square of the normalized eigenfrequency that corresponds to each of the solutions presented by Sterne37.

Table of exact eigenvector expressions extracted from §2 (p. 587) of …
T. E. Sterne (1937)
Models of Radial Oscillation
Monthly Notices of the Royal Astronomical Society, Vol. 97, pp. 582 - 593

n24πGρ¯

j=0;      𝔉=0;       ξ1=1
γ4/3
j=1;      𝔉=14;      ξ1=1(7/5)x2
2(5γ2)/3
j=2;      𝔉=36;      ξ1=1(18/5)x2+(99/35)x4
7γ4/3
j=3;      𝔉=66;      ξ1=1(33/5)x2+(429/35)x4(143/21)x6
12γ4/3

Validity Check

Let's explicitly demonstrate that the first few eigenvectors derived by Sterne37 actually satisfy the governing adiabatic wave equation and the two boundary conditions.

Mode j = 0:

In this case,

ξ1=1           and           𝔉=0.

Hence,

ξ1'dξ1dx=0;           and           ξ1'd2ξ1dx2=0.

So, the adiabatic wave equation gives,

(1x2)ξ1'+1x[46x2]ξ1'+𝔉ξ1

=

(1x2)(0)+1x[46x2](0)+(0)(1),

which properly sums to zero. Next, because ξ1'=0 everywhere, we know that it is zero at the center of the configuration, which satisfies the inner boundary condition. But, via the outer boundary condition, this also means that the product, (12𝔉ξ1) should be zero; which it is, because 𝔉=0 for this mode.

Mode j = 1:

In this case, according to Sterne37,

ξ1=175x2,           and           𝔉=14.

Hence,

ξ1'=145x;           and           ξ1'=145.

So, the adiabatic wave equation gives,

(1x2)ξ1'+1x[46x2]ξ1'+𝔉ξ1

=

145(1x2)145[46x2]+14(175x2)

 

=

145[(1x2)(46x2)+57x2],

which properly sums to zero for all x. Next, it is clear that the inner boundary condition is satisfied because,

ξ1'|x=0=145(0)=0.

And the expression for the outer boundary condition gives,

[ξ1'𝔉ξ12]x=1

=

[(145)x7(175x2)]x=1

 

=

[(145)7(175)],

which also properly sums to zero.

Mode j = 2:

In this case, according to Sterne37,

ξ1=12325x2+321157x4,           and           𝔉=2232.

Hence,

ξ1'=22325x+22321157x3;           and           ξ1'=22325+22331157x2.

So, the adiabatic wave equation gives,

(1x2)ξ1'+1x[46x2]ξ1'+𝔉ξ1

=

(1x2)[22325+22331157x2]

 

 

+2[23x2][22325+22321157x2]

 

 

+2232[12325x2+321157x4]

 

=

22325+[22331157+22325]x222331157x4

 

 

24325+[24321157+23335]x223331157x4

 

 

+223223345x2+22341157x4

 

=

22325[14+5]+223257[33+7+44+422327]x2+22331157[321]x4,

which properly sums to zero for all x. Next, it is clear that the inner boundary condition is satisfied because,

ξ1'|x=0=22325(0)+22321157(0)=0.

And the expression for the outer boundary condition gives,

[ξ1'𝔉ξ12]x=1

=

[22325x+22321157x3232(12325x2+321157x4)]x=1

 

=

23257[14+22(35126+99)],

which also properly sums to zero.

Properties of Eigenfunction Solutions

Sterne (1937)
Sterne (1937)
Sterne (1937)
Sterne (1937)

Stability

The Adiabatic Wave Equation that defines this eigenvalue problem has been derived from the fundamental set of nonlinear Principal Governing Equations by assuming that, for example, the radial position, r(m,t), at any time, t, and of each mass shell throughout our spherical configuration can be described by the expression,

r(m,t)=r0(m)[1+x(m)eiωt],

where, the fractional displacement, |x|1. Switching to Sterne37's variable notation, this should be written as,

ξ(x,t)=ξ0(x)[1+Aξ1(x)eint],

with the presumption that the coefficient, |A|1, and the understanding that, in Sterne37, the variable, x, is used to identify individual mass shells. Specifically, given R and ρ¯,

mMr=43πξ03ρ¯=43π(Rx)3ρ¯                         x=(3m4πR3ρ¯)1/3.

The general solution of this eigenvalue problem presented by 📚 Sterne (1937) describes mathematically how a self-gravitating, uniform-density configuration will vibrate if perturbed away from its equilibrium state; the oscillatory behavior associated with each pure radial mode, j — among an infinite number of possible modes — is fully defined by the polynomial expression for the eigenvector, ξ1(x), and the corresponding value of the square of the eigenfrequency, n2.


If, for any mode, j, the square of the derived eigenfrequency, n2, is positive, then the eigenfrequency itself will be a real number — specifically,

n=±|n2|.

As a result, the radial location of every mass shell will vary sinusoidally in time according to the expression,

ξ(x,t)ξ01e±i|n2|t.

If, on the other hand, n2, is negative, then the eigenfrequency will be an imaginary number — specifically,

n=±i|n2|.

As a result, the radial location of every mass shell will grow (or damp) exponentially in time according to the expression,

ξ(x,t)ξ01e±|n2|t.

This latter condition is the mark of a dynamically unstable system. It is in this manner that the solution to an eigenvalue problem can provide critical information regarding the relative stability of equilibrium configurations.

For any given mode number, j, then, the critical configuration separating stable from unstable systems occurs when the dimensionless eigenfrequency is zero. Therefore, the critical state occurs when,

0=ncrit24πGρ¯

=

(1+𝔉6)γcrit43

γcrit(j)

=

43(1+𝔉6)1

 

=

43[1+2j(2j+5)6]1

 

=

43+j(2j+5).

The plot titled, "Critical Adiabatic Index," that is presented above shows graphically how γcrit varies with mode number over the range of mode numbers, 0j11. All modes are stable as long as γ>4/3. As the adiabatic index is decreased below this value, the lowest order mode, j=0, becomes unstable, first; then successively higher order modes become unstable at smaller and smaller values of the index. A very similar explanation and enunciation of Sterne37's derived results regarding the stability of uniform-density spheres appears at the bottom of p. 338 of 📚 P. Ledoux (1946, ApJ, Vol. 140, pp. 333 - 346). The relevant paragraph from 📚 Ledoux (1946) follows:

Paragraph extracted from the bottom of p. 338 of …
P. Ledoux (1946)
On the Dynamical Stability of Stars
The Astrophysical Journal, Vol. 140, pp. 333 - 346

"Another point brought out clearly by Sterne's analysis is that, while the fundamental mode becomes unstable for Γ<43, the higher harmonics continue to be stable. Indeed, as we may directly verify from equation (19), the first harmonic becomes unstable only if Γ<25 and the second one if Γ<421."

Our function, γcrit(j), is effectively the expression to which Ledoux is referring when he says, "… directly verify from equation (19) …"

Numerical Integration

In order to gain a more complete understanding of this type of modal analysis, let's attempt to obtain various eigenvectors by numerically integrating the governing LAWE from the center of the system, outward to the surface. This will be done in a manner similar to our numerical study of radial oscillations in zero-zero bipolytropes. Following our above review of Sterne's presentation, the relevant LAWE is,

x(1x2)ξ1'

=

(46x2)ξ1'x𝔉ξ1,

where,

𝔉σc2γ2α=σc2+8γ6,         and,         σc23n22πGρc.

Following precisely the same logic as has been laid out in our separate discussion, if we set the central value of the eigenfunction to ξ0, then the eigenfunction's value at the first zone (distance Δ) away from the center will be,

ξ+

=

[1Δ2𝔉2]ξ0.

While, for each successive coordinate location, a=x, in the range, 0<x<1, we will use the general expression, namely,

ξ+

[4a(1a2)2Δ2a𝔉]ξa+[Δ(46a2)2a(1a2)]ξ[2a(1a2)+Δ(46a2)].

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