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The Astronomical Journal, 133:656 – 664, 2007 February
# 2007. The American Astronomical Society. All rights reserved. Printed in U.S.A.




                                                            LINEAR STABILITY OF RING SYSTEMS
                                                                                    Robert J. Vanderbei
                              Operations Research and Financial Engineering, Princeton University, Princeton, NJ, USA; rvdb@princeton.edu
                                                                                            and
                                                                                     Egemen Kolemen
                                Mechanical and Aerospace Engineering, Princeton University, Princeton, NJ, USA; ekolemen@princeton.edu
                                                        Received 2006 September 2; accepted 2006 October 27


                                                                    ABSTRACT
                We give a self-contained modern linear stability analysis of a system of n equal-mass bodies in circular orbit about
             a single more massive body. Starting with the mathematical description of the dynamics of the system, we form the
             linear approximation, compute all of the eigenvalues of the linear stability matrix, and finally derive inequalities that
             guarantee that none of these eigenvalues have a positive real part. In the end we rederive the result that Maxwell found
             for large n in his seminal paper on the nature and stability of Saturn’s rings, which was published 150 years ago. In
             addition, we identify the exact matrix that defines the linearized system even when n is not large. This matrix is then
             investigated numerically (by computer) to find stability inequalities. Furthermore, using properties of circulant ma-
             trices, the eigenvalues of the large 4n ; 4n matrix are computed by solving n quartic equations, which further facil-
             itates the investigation of stability. Finally, we implement an n-body simulator, and we verify that the threshold mass
             ratios that we derive mathematically or numerically do indeed identify the threshold between stability and instability.
             Throughout the paper we consider only the planar n-body problem so that the analysis can be carried out purely in
             complex notation, which makes the equations and derivations more compact, more elegant, and therefore, we hope,
             more transparent. The result is a fresh analysis that shows that these systems are always unstable for 2 n 6, and
             for n > 6 they are stable provided that the central mass is massive enough. We give an explicit formula for this mass-
             ratio threshold.
             Key word: planets: rings



                              1. INTRODUCTION                                                     each other: i.e., one leading the other by 60 ). Scheeres  Vinh
                                                                                                  (1991) extended the analysis of Pendse to find the stability crite-
   One hundred and fifty years ago, Maxwell (1859) was awarded
                                                                                                  rion as a function of the number of satellites when n is small. The
the prestigious Adams Prize for a seminal paper on the stability of
Saturn’s rings. At that time, neither the structure nor the compo-                                resulting threshold depends on n, but for n ! 7 it deviates only a
                                                                                                  small amount from the asymptotically derived value. More re-
sition of the rings was known. Hence, Maxwell considered vari-
                                                                                                  cently, Moeckel (1994) studied the linear stability of n-body sys-
ous scenarios such as the possibility that the rings were solid or
                                                                                                  tems for which the motion is given as a simple rotation about the
liquid annuli or a myriad of small boulders. As a key part of this
                                                                                                  center of mass and under the condition that all masses except one
last possibility, Maxwell studied the case of n equal-mass bodies
                                                                                                  become vanishingly small. This latter condition greatly simpli-
orbiting Saturn at a common radius and uniformly distributed about
                                                                                                  fies the analysis. Under these assumptions, Moeckel shows, using
a circle of this radius. He concluded that, for large n, the ring ought
                                                                                                  the invariant subspace of the linearized Hamiltonian, that sym-
to be stable provided that the following inequality is satisfied:
                                                                                                  metric ring systems are stable if and only if n ! 7. For n 6 he
                 mass(rings)           2:298 ; mass(Saturn)=n2 :                                  gives some examples of the stable configurations discussed in Salo
                                                                                                   Yoder (1988) in which the ring bodies are not uniformly dis-
The mathematical analysis that leads to this result has been scru-                                tributed. Finally, Roberts (2000), expanding on Moeckel’s work,
tinized, validated, and generalized by a number of mathemati-                                     obtained stability criteria that match those given by Scheeres 
cians over the years.                                                                             Vinh (1991).
   We summarize briefly some of the key historical developments.                                      In this paper we give a self-contained modern linear stability
Tisserand (1889) derived the same stability criterion using an anal-                              analysis of a system of equal-mass bodies in circular orbit about
ysis in which he assumed that the ring has no effect on Saturn and                                a single more massive body. We start with the mathematical de-
that the highest vibration mode of the system controls stability.                                 scription of the dynamics of the system. We then form the linear
More recently, Willerding (1986) used the theory of density waves                                 approximation, compute all of the eigenvalues of the matrix de-
to show that Maxwell’s results are correct in the limit as n goes to                              fining the linear approximation, and finally derive inequalities
infinity. Pendse (1935) reformulated the stability problem so that it                              that guarantee that none of these eigenvalues have a positive real
took into account the effect of the rings on the central body. He                                 part. In the end we get exactly the same result that Maxwell found
proved that for n 6 the system is unconditionally unstable. In-                                   for large n. But, in addition, we identify the exact matrix that de-
spired by this work, Salo  Yoder (1988) studied coorbital for-                                   fines the linearized system even when n is not large. This matrix
mations of n satellites for small values of n in which the satellites                             can then be investigated numerically to find stability inequalities
are not distributed uniformly around the central body. They showed                                even in cases in which n is not large. Furthermore, using prop-
that there are some stable asymmetric formations (such as the well-                               erties of circulant matrices, the eigenvalues of the large 4n ; 4n
known case of a pair of ring bodies in L4/L5 position relative to                                 matrix can be computed by solving n quartic equations, which
                                                                                            656
STABILITY OF RING SYSTEMS                                                                657

further facilitates the investigation. Finally, we implement an n-body   Substituting equations (5) and (6) into equation (4) and setting
simulator based on a leapfrog integrator (see Saha  Tremaine            this equal to equation (3), we see that
1994; Hut et al. 1995), and we verify that the threshold mass
ratios that we derive mathematically or numerically do indeed                        GM    X Gm ie ik=n
                                                                                           nÀ1
                                                                         À! 2 ¼ À        þ                                                      ð7Þ
identify the threshold between stability and instability.                             r3   k¼1
                                                                                               4r 3 sin2 (k=n)
   Throughout the paper we consider only the planar n-body
problem. That is, we ignore any instabilities that might arise due                   GM Gm X  nÀ1
                                                                                                       1       Gm X cos (k=n)
                                                                                                                  nÀ1
                                                                               ¼À         À 3                þi 3                 :
to out-of-plane perturbations. Maxwell claimed, and others have                       r 3  4r k¼1 sin (k=n)   4r k¼1 sin2 (k=n)
confirmed, that these out-of-plane perturbations are less desta-
bilizing than in-plane ones, and hence our analysis, while not fully                                                                            ð8Þ
general, does get to the right answer. Our main reason for wishing
                                                                         It is easy to check that the summation in the imaginary part on
to restrict to the planar case is that we can then work in the com-
                                                                         the right-hand side vanishes. Hence,
plex plane and our entire analysis can be carried out purely in com-
plex notation, which makes the equations and derivations more                                              GM Gm
compact, more elegant, and therefore, we hope, more transparent.                                  !2 ¼         þ 3 In ;                         ð9Þ
                                                                                                            r3   r
   Finally, we should point out that the relevance of this work to
observed planetary rings is perhaps marginal, since real ring            where
systems appear to be highly collisional and the energy dissipa-
tion associated with such collisions affects their stability in a fun-                                   1XnÀ1
                                                                                                                    1
                                                                                                In ¼                      :                   ð10Þ
damental way (see, e.g., Salo 1995).                                                                     4 k¼1 sin (k=n)

     2. EQUALLY SPACED, EQUAL-MASS BODIES                                With this choice of !, the trajectories given by equations (1) and
   IN A CIRCULAR RING ABOUT A MASSIVE BODY                               (2) satisfy Newton’s law of gravitation.
   Consider the multibody problem consisting of one large central                          3. FIRST-ORDER STABILITY
body, for instance, Saturn, having mass M and n small bodies,               In order to carry out a stability analysis, we need to counter-
such as boulders, each of mass m orbiting the large body in circu-       rotate the system so that all bodies remain at rest. We then per-
lar orbits uniformly spaced in a ring of radius r. Indices 0 to n À 1    turb the system slightly and analyze the result.
are used to denote the ring masses, and index n is used for Saturn.         A counterrotated system would be given by
Throughout the paper we assume that n ! 2. For the case n ¼ 1,
Lagrange proved that the system is stable for all mass ratios m/M .                          eÀi!t zj (t) ¼ re 2ij=n ¼ zj (0):
   The purpose of this section is to show that such a ring exists
as a solution to Newton’s law of gravitation. In particular, we de-      In such a rotating frame of reference, each body remains fixed at
rive the relationship between the angular velocity ! of the ring         its initial point. It turns out to be better to rotate the different bodies
particles and their radius r from the central mass. We assume all        different amounts so that every ring body is repositioned to lie on
bodies lie in a plane and therefore that complex variable notation       the x-axis. In other words, for j ¼ 0, : : : , n À 1, n we define
is convenient. So, with i ¼ ðÀ1Þ1 2 and z ¼ x þ iy, we can write
                                    =


the equilibrium solution for j ¼ 0, 1, : : : , n À 1 as                                     wj ¼ uj þ ivj ¼ eÀi (!tþ2j=n) zj :               ð11Þ

                         zj ¼ re i (!tþ2j=n) ;                   ð1Þ    The advantage of repositioning every ring body to the positive
                                                                         real axis is that perturbations in the real part for any ring body
                                                                         represent radial perturbations, whereas perturbations in the imag-
                               zn ¼ 0:                            ð2Þ
                                                                         inary part represent azimuthal perturbations. A simple counter-
By symmetry (and exploiting our assumption that n ! 2), force            rotation does not provide such a clear distinction between the
is balanced on Saturn itself. Now consider the ring bodies. Dif-         two types of perturbations (and the associated stability matrix
ferentiating equation (1), we see that                                   fails to have the circulant property that is crucial to all later
                                                                         analysis).
                            zj ¼ À! 2 zj :
                            ¨                                     ð3Þ       Differentiating equation (11) twice, we get

                                                                                        wj ¼ ! 2 wj À 2i! wj þ eÀi (!tþ2j=n) zj :
                                                                                        ¨                 ˙                   ¨               ð12Þ
From Newton’s law of gravity we have that
                    zj À zn      X           zk À zj                     From Newton’s law of gravity, we see that
        zj ¼ ÀGM
        ¨                      þ        Gm             :          ð4Þ
                  jzj À zn j 3
                                           jzk À zj j3                                                   X         k; j
                                 k6¼j;n
                                                                                  wj ¼ ! 2 wj À 2i! wj þ
                                                                                   ¨                ˙         Gmk           ;                 ð13Þ
                                                                                                         k6¼j     jk; j j3
Equations (3) and (4) allow us to determine !, which is our first
order of business. By symmetry it suffices to consider j ¼ 0. It is       where
easy to check that                                                                              
                                                                                                    m;     k ¼ 0; 1; : : : ; n À 1;
                                                                                         mk ¼                                                 ð14Þ
                zk À z0 ¼ re i!t e ik=n 2i sin (k=n);           ð5Þ                               M;     k ¼ n;

and hence that                                                                                    k; j ¼ e ikÀj wk À wj ;                   ð15Þ

                    jzk À z0 j ¼ 2r sin (k=n):                   ð6Þ                                    k ¼ 2k=n:                          ð16Þ
658                                                              VANDERBEI  KOLEMEN                                                                    Vol. 133

   Let wj (t) denote variations about the fixed point given by                      From definition (11) of the wk values in terms of the zk values,
                                                                                   it then follows that
                        r; j ¼ 0; 1; : : : ; n À 1;                                                                m X ikÀj
                 wj                                       ð17Þ                                      eÀij wn ¼ À        e   wk :
                        0; j ¼ n:                                                                                  M k6¼n
We compute a linear approximation to the differential equation
                                                                                    Making this substitution for eÀij wn and an analogous substi-
describing the evolution of such a perturbation. Applying the quo-
                                                                                    tution for e ij wn in equation (19), we see that
                                                                                                      ¯
tient, chain, and product rules as needed, we get
          2
                                                                                    wj ¼ ! 2 wj À 2i! wj
                                                                                     ¨                      ˙
wj ¼ ! wj À 2i!  wj
 ¨                       ˙                                                                     XÀ                             Á GM À            Á
                3                         À                                 Á         Gm
      X        k; j k; j À k; j ð3=2Þk; j  k; j k; j þ k; j k; j
                                                            ¯       ¯                   þ 3        e ikÀj wk þ 3eÀikÀj wk þ 3 wj þ 3wj
                                                                                                                            ¯                 ¯
                                                                                          2r k6¼n                                 2r
    þ      Gmk                              6                                                                                 À               Á
                                           k; j 
      k6¼j                                                                                Gm 1 X e ikÀj wk À wj À 3e ikÀj eÀikÀj wk À wj
                                                                                                                                       ¯     ¯
                                              2                                       À 3                                À    Á               :
         2                     1X            k; j  k; j þ 32 k; j
                                                                   k; j
                                                                         ¯                2r 8 k6¼j;n                sin3 kÀj =2
    ¼ ! wj À 2i! wj À ˙              Gmk                 5                ;
                               2 k6¼j                     k; j                                                                                            ð20Þ
                                                                           ð18Þ
                                                                                                           5. CIRCULANT MATRIX
where                                                                                 Switching toÂmatrix notation, let Wj denote a shorthand for the
                                                                                                          Ã0
                                                                                                        ¯
                                                                                    column vector wj wj . In this notation we see that equation (20)
       k; j ¼ eikÀj wk À wj ;        ¯
                                         k; j ¼ eÀikÀj wk À wj :
                                                           ¯     ¯                  together with its conjugates can be written as
                                                                                      2        3 2                                                    32         3
  The next step is to use equation (15) to re-express the k; j                           W0                                       I                      W0
values in terms of the wk and wj values, and then to substitute in                     6 W 7 6                                         I              76 W 7
                                                                                       6     1 7 6                                                     76     1 7
                                                                                       6 . 7 6                                              ..         76 . 7
the particular solution given by equation (17). Consider the                           6 . 7 6                                                         76 . 7
                                                                                       6 . 7 6                                                   .     76 . 7
case in which j  n. In this case we have                                              6       7 6                                                     76       7
                                                                                    d 6 WnÀ1 7 6
                                                                                       6       7 6                                                   I 76 WnÀ1 7
                                                                                                                                                       76       7
                        ( À            Á                                               6 ˙ 7%6                                                         7 6 ˙ 7;
                                                                                    dt 6 W0 7 6 D              N1     :::   NnÀ1   
                  7 6  W0 7
                          r e ikÀj À 1 ; k  n;                                       6       7 6                                                     76       7
                k; j ¼                                                                6 W 7 6 NnÀ1                                                   76  W 7
                                                                                       6 ˙1 7 6                 D      :::   NnÀ2       
              76 ˙ 1 7
                          Àr;             k ¼ n;                                       6 . 7 6 .                 .             .            ..         76 . 7
                                                                                       6 . 7 6 .                 .             .                       76 . 7
                                                                                       4 . 5 4 .                 .             .                 .     54 . 5
and therefore,                                                                             ˙
                                                                                         WnÀ1     N1           N2     :::    D                      
      ˙
                                                                                                                                                          WnÀ1
                             (         À      Á                                                                                                            ð21Þ
                 
                k; j  ¼       2r sin kÀj =2 ; k  n;
                                 r;                    k ¼ n:                       where the D, 
, and Nk notations are 2 ; 2 complex matrices
                                                                                    given by
Substituting these into equation (18) and simplifying, we get
                                                                                                     !                                          !
                                                                                          3     1 1        Gm 1 À In þ Jn =2       3 À 3Jn =2
wj ¼ ! 2 wj À 2i!  wj
 ¨                    ˙                                                               D ¼ !2           þ 3                                        ;
                                                                                          2     1 1        2r      3 À 3Jn =2    1 À In þ Jn =2
      GM À Àij                   Á GM À               Á                                                 À            Á                   #
    À 3 e        wn þ 3e ij wn þ 3 wj þ 3wj
                               ¯                     ¯                                         Gm e ik 1 À Jk;n =2      3eÀik þ 3Jk;n =2
      2r                              2r À                  Á                             Nk ¼ 3                               À          Á ;
      Gm 1 X e ikÀj wk À wj À 3e ikÀj eÀikÀj wk À wj
                                                   ¯     ¯                                     2r     3e ik þ 3Jk;n =2 eÀik 1 À Jk;n =2
    À 3                              À      Á               :                                                            !
      2r 8      k6¼j;n           sin3 kÀj =2                                                                    À1 0
                                                                                                       
 ¼ 2i!               ;
                                                                           ð19Þ                                      0 1

              4. CHOICE OF COORDINATE SYSTEM                                        and where

   Without loss of generality, we can choose our coordinate sys-                                                              1
                                                                                                               Ik;n ¼                 ;
tem so that the center of mass remains fixed at the origin. Hav-                                                         4 sinðjkj=nÞ
                                             ¯
ing done that, the perturbations wn and wn can be computed                                                                  1
explicitly in terms of the other perturbations. Indeed, conserva-                                             Jk;n   ¼      3
                                                                                                                                      ;
                                                                                                                       4 sin ðjkj=nÞ
tion of momentum implies that
                        X                                                           and
                     m      zk þ M zn ¼ 0:
                             k6¼n                                                                   X
                                                                                                    nÀ1                   (nÀ1)=2
                                                                                                                            X 1
                                                                                                                      1             1      n
                                                                                             In ¼          Ik;n %       n         %   n log ;                ð22Þ
Hence,                                                                                               k¼1
                                                                                                                     2 k¼1 k 2           2
                                       mX                                                  X
                                                                                           nÀ1
                                                                                                           1 3X 1
                                                                                                               1
                                                                                                                       n3
                             zn ¼ À          zk :                                 Jn ¼         Jk;n %      n       ¼ 3 (3) ¼ 0:01938n3 :                  ð23Þ
                                       M k6¼n                                                             23 k¼1 k 3 2
                                                                                           k¼1
No. 2, 2007                                                             STABILITY OF RING SYSTEMS                                                                  659
                                                                                          TABLE 1
                                                                            Estimates of the Stability Threshold

                                                                                     Threshold Value for 

                                        n                        Numerical           Eq. (43) (Even-n only)        Simulator           Roberts Results
                                                                                                Ã
                          2.............................           0.000                                         [0.0, 0.007]                ...
                                                                                                Ã
                          6.............................           0.000                                         [0.0, 0.025]                ...
                          7.............................           2.452                        ...              [2.45, 2.46]                ...
                          8.............................           2.412                      2.4121             [2.41, 2.42]               2.412
                          10...........................            2.375                      2.3753             [2.37, 2.38]               2.375
                          12...........................            2.354                      2.3543             [2.35, 2.36]               2.354
                          14...........................            2.341                      2.3411             [2.34, 2.35]               2.341
                          20...........................            2.321                      2.3213             [2.32, 2.33]               2.321
                          36...........................            2.306                      2.3066             [2.30, 2.31]                ...
                          50...........................            2.303                      2.3031             [2.30, 2.31]               2.303
                          100.........................             2.300                      2.2999             [2.30, 2.31]               2.300
                          101.........................             2.300                        ...              [2.30, 2.31]               2.300
                          500.........................             2.299                      2.2987              [. . . , . . .]           2.299

                             Notes.—Stability thresholds are estimated as 
 in an inequality of the type m 
M /n3 . The second column
                          contains numerically derived values obtained by a brute-force computation of the eigenvalues together with a
                          simple binary search to find the first point at which an eigenvalue takes on a positive real part. The third column
                          gives thresholds computed using eq. (43). The column of simulator values corresponds to results from running a
                          leapfrog integrator and noting the smallest value of 
 for which instability is clearly demonstrated. This is the
                          larger of the pair of values shown. The smaller value is a nearby value for which the simulator was run 10 times
                          longer with no overt indication of instability. Finally, the column of Roberts results shows values from Table 3 in
                          Roberts (2000). Cells marked with an asterisk are cells for which an entry is not relevant, and cells marked with an
                          ellipsis are cells for which an entry is unavailable.


Here the ‘‘approximate’’ symbol is used to indicate asymptotic                                      The first n equations can be used to eliminate the ‘‘derivative’’
agreement. That is, an % bn means that an /bn ! 1 as n ! 1,                                         variables from the second set. That is,
and (3) denotes the value of the Riemann zeta function at 3.                                                         2 ˙ 3          2        3
                                 ´
This constant is known as ‘‘Apery’s constant’’ (see, e.g., Arfken                                                        W0            W0
                                                                                                                      6 W 7         6 W 7
1985).                                                                                                                6 ˙1 7         6      1 7
  Finally, note that in deriving equation (21) from equation (20)                                                     6       7 ¼ k6 . 7;
                                                                                                                      6 . 7 . 5      6 . 7
we have made repeated use of the identity                                                                             4 .            4 . 5
                                                                                                                          ˙
                                                                                                                        WnÀ1          WnÀ1
                    X
                    nÀ1
                              e ik
                                        ¼ 4Jn À 8In :                                 ð24Þ          and therefore,
                    k¼1    sin3 jk j=2                                                                2                       32       3
                                                                                                           D     N1 : : : NnÀ1     W0
                                                                                                       6N                      76       7
                                                                                                       6 nÀ1 D : : : NnÀ2 76 W1 7
   Let A denote the matrix in equation (21). We need to find the                                        6 .        .            76 . 7
                                                                                                                            . 76 . 7
eigenvalues of A and derive the necessary and sufficient condi-                                         6 .        .         . 54 . 5
                                                                                                       4 .        .         .
tions under which none of them have a positive real part. At this
                                                                                                          N1 N2 : : :       D     WnÀ1
point we could resort to numerical computation to bracket a thresh-                                        2                32       3    2       3
old for stability by doing a binary search to find the largest value of                                        
                 W0          W0
m/M for which none of the eigenvalues have a positive real part.                                           6       
        76 W 7       6 W 7
                                                                                                           6                76    1 7     6    1 7
We did such a search for some values of n. The results are shown                                        þ k6
                                                                                                           6         ..     7 6 . 7 ¼ k2 6 . 7 :
                                                                                                                            76 . 7        6 . 7                    ð26Þ
in Table 1.                                                                                                4            .   54 . 5        4 . 5
   The eigenvalues are complex numbers for which there are non-                                                           
    WnÀ1        WnÀ1
trivial solutions to
                                                                                                    The matrix on the left-hand side is called a ‘‘block circulant
2                                                          32           3     2           3         matrix.’’ Much is known about such matrices. In particular, it is
                                I                            W0       W0
6                                                        76 W 7    6 W 7                          easy to find the eigenvectors of such matrices. For general prop-
6                                      I                 76     1 7 6    1 7
6                                             ..         76 . 7     6 . 7                           erties of block circulant matrices, see Tee (2005).
6                                                        76 . 7     6 . 7
6                                                  .     76 . 7     6 . 7                              Let  denote an nth root of unity (i.e.,  ¼ e 2ij=n for some
6                                                        76       7 6      7
6
6                                                      I 76 WnÀ1 7
                                                         76       7
                                                                    6 W 7
                                                                    6 nÀ1 7                         j ¼ 0, 1, : : :, n À 1), and let  be an arbitrary complex 2-vector.
6                                                        76 ˙ 7 ¼ k6 ˙ 7:                           We look for solutions of the form
6 D      N1   :::   NnÀ1        
                        76  W 0 7 6  W0 7
6                                                        76       7 6      7                                              2          3 2           3
6 NnÀ1                                                   76  W 7   6 W 7
6        D    :::   NnÀ2               
                 76 ˙ 1 7   6 ˙1 7                                                    W0              
6 .                                                      76 . 7     6 . 7
6 .       .
          .           .
                      .                       ..         76 . 7     6 . 7                                                 6 W 7 6  7
4 .       .           .                            .     54 . 5     4 . 5                                                 6      1 7      6        7
                                                                                                                          6 . 7 ¼ 6 . 7:
    N1   N2   :::    D                                 
         ˙
                                                                WnÀ1              ˙
                                                                                  WnÀ1                                   6 . 7 6 . 7
                                                                                                                          4 . 5 4 . 5
                                                                                      ð25Þ                                     WnÀ1           nÀ1
660                                                                         VANDERBEI  KOLEMEN                                           Vol. 133
                                                                                                                  P                     
Substituting such a guess into equation (26), we see that each of                               7. SOLVING det D þ nÀ1  k Nk þ k
 À k2 I ¼ 0
                                                                                                                    k¼1
the n rows reduces to one and the same thing:                                                Assembling the results from the previous sections, we see
          À                                           Á                                    that
               D þ N1 þ : : : þ nÀ1 NnÀ1  þ k
 ¼ k2 :
                                                                                                X
                                                                                                nÀ1
                                                                                           Dþ          k Nk þ k
 À k2 I
There are nontrivial solutions to this 2 ; 2 system if and only if                          23
                                                                                                k¼1
                                                                                                                                                                      3
                                                                                                    1                                           3 2 3 2
                                                                                               ! 2 þ  2 À
2 À 2i!k À k2                        ! À j
           À                                       Á                                        62
                                                                                           ¼4       2 jþ1                                       2    2                7
                                                                                                                                                                      5
        det D þ N1 þ : : : þ nÀ1 NnÀ1 þ k
 À k2 I ¼ 0:                                              3 2 3 2                         3 2 1 2
                                                                                                        ! À j                          ! þ  jÀ1 À
2 þ 2i!k À k2
                                                                                                      2     2                         2    2
                                                                                                                   !
For each root of unity , there are four values of k that solve this                          Gm nj¼nÀ1 3nj¼1
                                                                                            þ 3                      ;                                         ð33Þ
equation (counting multiplicities). That makes a total of 4n eigen-                           2r 3nj¼nÀ1 nj¼1
values and therefore provides all eigenvalues for the full system in
equation (25).                                                                             where  2 and
2 are shorthand for the expressions
                                                                                                   j

                                                                 PnÀ1                                                       Gm À      ˜
                                                                                                                                          Á
          6. EXPLICIT EXPRESSION FOR                                        k Nk                                   2 ¼
                                                                                                                     j         3
                                                                                                                                 Jn À Jj;n ! 0;
                                                                     k¼1                                                    2r
   In order to compute the eigenvalues, it is essential that we
         P                                                                                                                        Gm
compute nÀ1  k Nk as explicitly as possible. To this end, we note
            k¼1
2 ¼       In ! 0;
the following reduction and new definition:                                                                                        2r3
                                                                                           and, as a reminder, In and Jn are defined by equations (22) and
                                                                                                                          ˜
                                                                                           (23), respectively, whereas Jj;n is defined by equation (27).
  X
  nÀ1
                      1X
                       nÀ1
                                  e  2ijk=n
                                              1 X cosð jk Þ
                                                nÀ1
         k Jk;n ¼                          ¼                     ˜
                                                                 Jj;n :                      It turns out in our subsequent analysis that the root of unity
  k¼1
                      4   k¼1   sin3 ðk =2Þ 4 k¼1 sin3 ðk =2Þ                            given by j ¼ n/2 is the most critical one for stability, at least for
                                                                                           n ! 7. For n ¼ 2, : : : , 6 the instability stems from the eigen-
                                                                                    ð27Þ   vectors associated with j ¼ 1 and j ¼ n À 1. We analyze the key
                                                                                           cases. But first we note that the critical j ¼ n/2 case corresponds
Similarly,                                                                                 to perturbations in which every other body is perturbed in the
                                                                                           opposite direction. And, more importantly, it does not matter what
                            X
                            nÀ1
                                                                                           the direction of the perturbation is. That is, if body 0 is advanced
                                                     ˜
                                     k e ik Jk;n ¼ Jjþ1;n ;                       ð28Þ   azimuthally, then all of the even-numbered bodies are advanced
                            k¼1
                                                                                           azimuthally, and all of the odd-numbered bodies are retarded by
                                                                                           the same amount. Similarly, if body 0 is pushed outward radially,
                           X
                           nÀ1
                                                                                           then all of the even-numbered bodies are also pushed outward,
                                   k eÀik Jk;n ¼ JjÀ1;n :
                                                   ˜                                ð29Þ
                                                                                           whereas the odd-numbered bodies are pulled inward. Azimuthal
                            k¼1
                                                                                           and radial perturbations contribute equally to instability.
We also compute                                                                            7.1. The Case in Which n Is Arbitrary and j Is neither 1 nor n À 1
                X
                nÀ1                 X
                                    nÀ1                    X
                                                           nÀ1                               Assuming that j is neither 1 nor n À 1, we see that
                       k e ik ¼         e ijk e ik ¼         e i ( jþ1)k                                                      !
                k¼1                 k¼1                    k¼1                                               X
                                                                                                             nÀ1
                                                                                                                  k             2
                                                                                                  det D þ         Nk þ k
 À k I
                                        n À 1; j ¼ n À 1;
                                ¼                                                   ð30Þ                        
                                                                                                                    k¼1
                                                                                                                                               
                                        À1;        otherwise:                                                     3 2 1 2
                                                                                                              ¼     ! þ  jþ1 À

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Linear Stability of Ring Systems Analyzed

  • 1. The Astronomical Journal, 133:656 – 664, 2007 February # 2007. The American Astronomical Society. All rights reserved. Printed in U.S.A. LINEAR STABILITY OF RING SYSTEMS Robert J. Vanderbei Operations Research and Financial Engineering, Princeton University, Princeton, NJ, USA; rvdb@princeton.edu and Egemen Kolemen Mechanical and Aerospace Engineering, Princeton University, Princeton, NJ, USA; ekolemen@princeton.edu Received 2006 September 2; accepted 2006 October 27 ABSTRACT We give a self-contained modern linear stability analysis of a system of n equal-mass bodies in circular orbit about a single more massive body. Starting with the mathematical description of the dynamics of the system, we form the linear approximation, compute all of the eigenvalues of the linear stability matrix, and finally derive inequalities that guarantee that none of these eigenvalues have a positive real part. In the end we rederive the result that Maxwell found for large n in his seminal paper on the nature and stability of Saturn’s rings, which was published 150 years ago. In addition, we identify the exact matrix that defines the linearized system even when n is not large. This matrix is then investigated numerically (by computer) to find stability inequalities. Furthermore, using properties of circulant ma- trices, the eigenvalues of the large 4n ; 4n matrix are computed by solving n quartic equations, which further facil- itates the investigation of stability. Finally, we implement an n-body simulator, and we verify that the threshold mass ratios that we derive mathematically or numerically do indeed identify the threshold between stability and instability. Throughout the paper we consider only the planar n-body problem so that the analysis can be carried out purely in complex notation, which makes the equations and derivations more compact, more elegant, and therefore, we hope, more transparent. The result is a fresh analysis that shows that these systems are always unstable for 2 n 6, and for n > 6 they are stable provided that the central mass is massive enough. We give an explicit formula for this mass- ratio threshold. Key word: planets: rings 1. INTRODUCTION each other: i.e., one leading the other by 60 ). Scheeres Vinh (1991) extended the analysis of Pendse to find the stability crite- One hundred and fifty years ago, Maxwell (1859) was awarded rion as a function of the number of satellites when n is small. The the prestigious Adams Prize for a seminal paper on the stability of Saturn’s rings. At that time, neither the structure nor the compo- resulting threshold depends on n, but for n ! 7 it deviates only a small amount from the asymptotically derived value. More re- sition of the rings was known. Hence, Maxwell considered vari- cently, Moeckel (1994) studied the linear stability of n-body sys- ous scenarios such as the possibility that the rings were solid or tems for which the motion is given as a simple rotation about the liquid annuli or a myriad of small boulders. As a key part of this center of mass and under the condition that all masses except one last possibility, Maxwell studied the case of n equal-mass bodies become vanishingly small. This latter condition greatly simpli- orbiting Saturn at a common radius and uniformly distributed about fies the analysis. Under these assumptions, Moeckel shows, using a circle of this radius. He concluded that, for large n, the ring ought the invariant subspace of the linearized Hamiltonian, that sym- to be stable provided that the following inequality is satisfied: metric ring systems are stable if and only if n ! 7. For n 6 he mass(rings) 2:298 ; mass(Saturn)=n2 : gives some examples of the stable configurations discussed in Salo Yoder (1988) in which the ring bodies are not uniformly dis- The mathematical analysis that leads to this result has been scru- tributed. Finally, Roberts (2000), expanding on Moeckel’s work, tinized, validated, and generalized by a number of mathemati- obtained stability criteria that match those given by Scheeres cians over the years. Vinh (1991). We summarize briefly some of the key historical developments. In this paper we give a self-contained modern linear stability Tisserand (1889) derived the same stability criterion using an anal- analysis of a system of equal-mass bodies in circular orbit about ysis in which he assumed that the ring has no effect on Saturn and a single more massive body. We start with the mathematical de- that the highest vibration mode of the system controls stability. scription of the dynamics of the system. We then form the linear More recently, Willerding (1986) used the theory of density waves approximation, compute all of the eigenvalues of the matrix de- to show that Maxwell’s results are correct in the limit as n goes to fining the linear approximation, and finally derive inequalities infinity. Pendse (1935) reformulated the stability problem so that it that guarantee that none of these eigenvalues have a positive real took into account the effect of the rings on the central body. He part. In the end we get exactly the same result that Maxwell found proved that for n 6 the system is unconditionally unstable. In- for large n. But, in addition, we identify the exact matrix that de- spired by this work, Salo Yoder (1988) studied coorbital for- fines the linearized system even when n is not large. This matrix mations of n satellites for small values of n in which the satellites can then be investigated numerically to find stability inequalities are not distributed uniformly around the central body. They showed even in cases in which n is not large. Furthermore, using prop- that there are some stable asymmetric formations (such as the well- erties of circulant matrices, the eigenvalues of the large 4n ; 4n known case of a pair of ring bodies in L4/L5 position relative to matrix can be computed by solving n quartic equations, which 656
  • 2. STABILITY OF RING SYSTEMS 657 further facilitates the investigation. Finally, we implement an n-body Substituting equations (5) and (6) into equation (4) and setting simulator based on a leapfrog integrator (see Saha Tremaine this equal to equation (3), we see that 1994; Hut et al. 1995), and we verify that the threshold mass ratios that we derive mathematically or numerically do indeed GM X Gm ie ik=n nÀ1 À! 2 ¼ À þ ð7Þ identify the threshold between stability and instability. r3 k¼1 4r 3 sin2 (k=n) Throughout the paper we consider only the planar n-body problem. That is, we ignore any instabilities that might arise due GM Gm X nÀ1 1 Gm X cos (k=n) nÀ1 ¼À À 3 þi 3 : to out-of-plane perturbations. Maxwell claimed, and others have r 3 4r k¼1 sin (k=n) 4r k¼1 sin2 (k=n) confirmed, that these out-of-plane perturbations are less desta- bilizing than in-plane ones, and hence our analysis, while not fully ð8Þ general, does get to the right answer. Our main reason for wishing It is easy to check that the summation in the imaginary part on to restrict to the planar case is that we can then work in the com- the right-hand side vanishes. Hence, plex plane and our entire analysis can be carried out purely in com- plex notation, which makes the equations and derivations more GM Gm compact, more elegant, and therefore, we hope, more transparent. !2 ¼ þ 3 In ; ð9Þ r3 r Finally, we should point out that the relevance of this work to observed planetary rings is perhaps marginal, since real ring where systems appear to be highly collisional and the energy dissipa- tion associated with such collisions affects their stability in a fun- 1XnÀ1 1 In ¼ : ð10Þ damental way (see, e.g., Salo 1995). 4 k¼1 sin (k=n) 2. EQUALLY SPACED, EQUAL-MASS BODIES With this choice of !, the trajectories given by equations (1) and IN A CIRCULAR RING ABOUT A MASSIVE BODY (2) satisfy Newton’s law of gravitation. Consider the multibody problem consisting of one large central 3. FIRST-ORDER STABILITY body, for instance, Saturn, having mass M and n small bodies, In order to carry out a stability analysis, we need to counter- such as boulders, each of mass m orbiting the large body in circu- rotate the system so that all bodies remain at rest. We then per- lar orbits uniformly spaced in a ring of radius r. Indices 0 to n À 1 turb the system slightly and analyze the result. are used to denote the ring masses, and index n is used for Saturn. A counterrotated system would be given by Throughout the paper we assume that n ! 2. For the case n ¼ 1, Lagrange proved that the system is stable for all mass ratios m/M . eÀi!t zj (t) ¼ re 2ij=n ¼ zj (0): The purpose of this section is to show that such a ring exists as a solution to Newton’s law of gravitation. In particular, we de- In such a rotating frame of reference, each body remains fixed at rive the relationship between the angular velocity ! of the ring its initial point. It turns out to be better to rotate the different bodies particles and their radius r from the central mass. We assume all different amounts so that every ring body is repositioned to lie on bodies lie in a plane and therefore that complex variable notation the x-axis. In other words, for j ¼ 0, : : : , n À 1, n we define is convenient. So, with i ¼ ðÀ1Þ1 2 and z ¼ x þ iy, we can write = the equilibrium solution for j ¼ 0, 1, : : : , n À 1 as wj ¼ uj þ ivj ¼ eÀi (!tþ2j=n) zj : ð11Þ zj ¼ re i (!tþ2j=n) ; ð1Þ The advantage of repositioning every ring body to the positive real axis is that perturbations in the real part for any ring body represent radial perturbations, whereas perturbations in the imag- zn ¼ 0: ð2Þ inary part represent azimuthal perturbations. A simple counter- By symmetry (and exploiting our assumption that n ! 2), force rotation does not provide such a clear distinction between the is balanced on Saturn itself. Now consider the ring bodies. Dif- two types of perturbations (and the associated stability matrix ferentiating equation (1), we see that fails to have the circulant property that is crucial to all later analysis). zj ¼ À! 2 zj : ¨ ð3Þ Differentiating equation (11) twice, we get wj ¼ ! 2 wj À 2i! wj þ eÀi (!tþ2j=n) zj : ¨ ˙ ¨ ð12Þ From Newton’s law of gravity we have that zj À zn X zk À zj From Newton’s law of gravity, we see that zj ¼ ÀGM ¨ þ Gm : ð4Þ jzj À zn j 3 jzk À zj j3 X k; j k6¼j;n wj ¼ ! 2 wj À 2i! wj þ ¨ ˙ Gmk ; ð13Þ k6¼j jk; j j3 Equations (3) and (4) allow us to determine !, which is our first order of business. By symmetry it suffices to consider j ¼ 0. It is where easy to check that m; k ¼ 0; 1; : : : ; n À 1; mk ¼ ð14Þ zk À z0 ¼ re i!t e ik=n 2i sin (k=n); ð5Þ M; k ¼ n; and hence that k; j ¼ e ikÀj wk À wj ; ð15Þ jzk À z0 j ¼ 2r sin (k=n): ð6Þ k ¼ 2k=n: ð16Þ
  • 3. 658 VANDERBEI KOLEMEN Vol. 133 Let wj (t) denote variations about the fixed point given by From definition (11) of the wk values in terms of the zk values, it then follows that r; j ¼ 0; 1; : : : ; n À 1; m X ikÀj wj ð17Þ eÀij wn ¼ À e wk : 0; j ¼ n: M k6¼n We compute a linear approximation to the differential equation Making this substitution for eÀij wn and an analogous substi- describing the evolution of such a perturbation. Applying the quo- tution for e ij wn in equation (19), we see that ¯ tient, chain, and product rules as needed, we get 2 wj ¼ ! 2 wj À 2i! wj ¨ ˙ wj ¼ ! wj À 2i! wj ¨ ˙ XÀ Á GM À Á 3 À Á Gm X k; j k; j À k; j ð3=2Þk; j k; j k; j þ k; j k; j ¯ ¯ þ 3 e ikÀj wk þ 3eÀikÀj wk þ 3 wj þ 3wj ¯ ¯ 2r k6¼n 2r þ Gmk 6 À Á k; j k6¼j Gm 1 X e ikÀj wk À wj À 3e ikÀj eÀikÀj wk À wj ¯ ¯ 2 À 3 À Á : 2 1X k; j k; j þ 32 k; j k; j ¯ 2r 8 k6¼j;n sin3 kÀj =2 ¼ ! wj À 2i! wj À ˙ Gmk 5 ; 2 k6¼j k; j ð20Þ ð18Þ 5. CIRCULANT MATRIX where Switching toÂmatrix notation, let Wj denote a shorthand for the Ã0 ¯ column vector wj wj . In this notation we see that equation (20) k; j ¼ eikÀj wk À wj ; ¯ k; j ¼ eÀikÀj wk À wj : ¯ ¯ together with its conjugates can be written as 2 3 2 32 3 The next step is to use equation (15) to re-express the k; j W0 I W0 values in terms of the wk and wj values, and then to substitute in 6 W 7 6 I 76 W 7 6 1 7 6 76 1 7 6 . 7 6 .. 76 . 7 the particular solution given by equation (17). Consider the 6 . 7 6 76 . 7 6 . 7 6 . 76 . 7 case in which j n. In this case we have 6 7 6 76 7 d 6 WnÀ1 7 6 6 7 6 I 76 WnÀ1 7 76 7 ( À Á 6 ˙ 7%6 7 6 ˙ 7; dt 6 W0 7 6 D N1 ::: NnÀ1 7 6 W0 7 r e ikÀj À 1 ; k n; 6 7 6 76 7 k; j ¼ 6 W 7 6 NnÀ1 76 W 7 6 ˙1 7 6 D ::: NnÀ2 76 ˙ 1 7 Àr; k ¼ n; 6 . 7 6 . . . .. 76 . 7 6 . 7 6 . . . 76 . 7 4 . 5 4 . . . . 54 . 5 and therefore, ˙ WnÀ1 N1 N2 ::: D ˙ WnÀ1 ( À Á ð21Þ k; j ¼ 2r sin kÀj =2 ; k n; r; k ¼ n: where the D, , and Nk notations are 2 ; 2 complex matrices given by Substituting these into equation (18) and simplifying, we get ! ! 3 1 1 Gm 1 À In þ Jn =2 3 À 3Jn =2 wj ¼ ! 2 wj À 2i! wj ¨ ˙ D ¼ !2 þ 3 ; 2 1 1 2r 3 À 3Jn =2 1 À In þ Jn =2 GM À Àij Á GM À Á À Á # À 3 e wn þ 3e ij wn þ 3 wj þ 3wj ¯ ¯ Gm e ik 1 À Jk;n =2 3eÀik þ 3Jk;n =2 2r 2r À Á Nk ¼ 3 À Á ; Gm 1 X e ikÀj wk À wj À 3e ikÀj eÀikÀj wk À wj ¯ ¯ 2r 3e ik þ 3Jk;n =2 eÀik 1 À Jk;n =2 À 3 À Á : ! 2r 8 k6¼j;n sin3 kÀj =2 À1 0 ¼ 2i! ; ð19Þ 0 1 4. CHOICE OF COORDINATE SYSTEM and where Without loss of generality, we can choose our coordinate sys- 1 Ik;n ¼ ; tem so that the center of mass remains fixed at the origin. Hav- 4 sinðjkj=nÞ ¯ ing done that, the perturbations wn and wn can be computed 1 explicitly in terms of the other perturbations. Indeed, conserva- Jk;n ¼ 3 ; 4 sin ðjkj=nÞ tion of momentum implies that X and m zk þ M zn ¼ 0: k6¼n X nÀ1 (nÀ1)=2 X 1 1 1 n In ¼ Ik;n % n % n log ; ð22Þ Hence, k¼1 2 k¼1 k 2 2 mX X nÀ1 1 3X 1 1 n3 zn ¼ À zk : Jn ¼ Jk;n % n ¼ 3 (3) ¼ 0:01938n3 : ð23Þ M k6¼n 23 k¼1 k 3 2 k¼1
  • 4. No. 2, 2007 STABILITY OF RING SYSTEMS 659 TABLE 1 Estimates of the Stability Threshold Threshold Value for n Numerical Eq. (43) (Even-n only) Simulator Roberts Results à 2............................. 0.000 [0.0, 0.007] ... à 6............................. 0.000 [0.0, 0.025] ... 7............................. 2.452 ... [2.45, 2.46] ... 8............................. 2.412 2.4121 [2.41, 2.42] 2.412 10........................... 2.375 2.3753 [2.37, 2.38] 2.375 12........................... 2.354 2.3543 [2.35, 2.36] 2.354 14........................... 2.341 2.3411 [2.34, 2.35] 2.341 20........................... 2.321 2.3213 [2.32, 2.33] 2.321 36........................... 2.306 2.3066 [2.30, 2.31] ... 50........................... 2.303 2.3031 [2.30, 2.31] 2.303 100......................... 2.300 2.2999 [2.30, 2.31] 2.300 101......................... 2.300 ... [2.30, 2.31] 2.300 500......................... 2.299 2.2987 [. . . , . . .] 2.299 Notes.—Stability thresholds are estimated as in an inequality of the type m M /n3 . The second column contains numerically derived values obtained by a brute-force computation of the eigenvalues together with a simple binary search to find the first point at which an eigenvalue takes on a positive real part. The third column gives thresholds computed using eq. (43). The column of simulator values corresponds to results from running a leapfrog integrator and noting the smallest value of for which instability is clearly demonstrated. This is the larger of the pair of values shown. The smaller value is a nearby value for which the simulator was run 10 times longer with no overt indication of instability. Finally, the column of Roberts results shows values from Table 3 in Roberts (2000). Cells marked with an asterisk are cells for which an entry is not relevant, and cells marked with an ellipsis are cells for which an entry is unavailable. Here the ‘‘approximate’’ symbol is used to indicate asymptotic The first n equations can be used to eliminate the ‘‘derivative’’ agreement. That is, an % bn means that an /bn ! 1 as n ! 1, variables from the second set. That is, and (3) denotes the value of the Riemann zeta function at 3. 2 ˙ 3 2 3 ´ This constant is known as ‘‘Apery’s constant’’ (see, e.g., Arfken W0 W0 6 W 7 6 W 7 1985). 6 ˙1 7 6 1 7 Finally, note that in deriving equation (21) from equation (20) 6 7 ¼ k6 . 7; 6 . 7 . 5 6 . 7 we have made repeated use of the identity 4 . 4 . 5 ˙ WnÀ1 WnÀ1 X nÀ1 e ik ¼ 4Jn À 8In : ð24Þ and therefore, k¼1 sin3 jk j=2 2 32 3 D N1 : : : NnÀ1 W0 6N 76 7 6 nÀ1 D : : : NnÀ2 76 W1 7 Let A denote the matrix in equation (21). We need to find the 6 . . 76 . 7 . 76 . 7 eigenvalues of A and derive the necessary and sufficient condi- 6 . . . 54 . 5 4 . . . tions under which none of them have a positive real part. At this N1 N2 : : : D WnÀ1 point we could resort to numerical computation to bracket a thresh- 2 32 3 2 3 old for stability by doing a binary search to find the largest value of W0 W0 m/M for which none of the eigenvalues have a positive real part. 6 76 W 7 6 W 7 6 76 1 7 6 1 7 We did such a search for some values of n. The results are shown þ k6 6 .. 7 6 . 7 ¼ k2 6 . 7 : 76 . 7 6 . 7 ð26Þ in Table 1. 4 . 54 . 5 4 . 5 The eigenvalues are complex numbers for which there are non- WnÀ1 WnÀ1 trivial solutions to The matrix on the left-hand side is called a ‘‘block circulant 2 32 3 2 3 matrix.’’ Much is known about such matrices. In particular, it is I W0 W0 6 76 W 7 6 W 7 easy to find the eigenvectors of such matrices. For general prop- 6 I 76 1 7 6 1 7 6 .. 76 . 7 6 . 7 erties of block circulant matrices, see Tee (2005). 6 76 . 7 6 . 7 6 . 76 . 7 6 . 7 Let denote an nth root of unity (i.e., ¼ e 2ij=n for some 6 76 7 6 7 6 6 I 76 WnÀ1 7 76 7 6 W 7 6 nÀ1 7 j ¼ 0, 1, : : :, n À 1), and let be an arbitrary complex 2-vector. 6 76 ˙ 7 ¼ k6 ˙ 7: We look for solutions of the form 6 D N1 ::: NnÀ1 76 W 0 7 6 W0 7 6 76 7 6 7 2 3 2 3 6 NnÀ1 76 W 7 6 W 7 6 D ::: NnÀ2 76 ˙ 1 7 6 ˙1 7 W0 6 . 76 . 7 6 . 7 6 . . . . . .. 76 . 7 6 . 7 6 W 7 6 7 4 . . . . 54 . 5 4 . 5 6 1 7 6 7 6 . 7 ¼ 6 . 7: N1 N2 ::: D ˙ WnÀ1 ˙ WnÀ1 6 . 7 6 . 7 4 . 5 4 . 5 ð25Þ WnÀ1 nÀ1
  • 5. 660 VANDERBEI KOLEMEN Vol. 133 P Substituting such a guess into equation (26), we see that each of 7. SOLVING det D þ nÀ1 k Nk þ k À k2 I ¼ 0 k¼1 the n rows reduces to one and the same thing: Assembling the results from the previous sections, we see À Á that D þ N1 þ : : : þ nÀ1 NnÀ1 þ k ¼ k2 : X nÀ1 Dþ k Nk þ k À k2 I There are nontrivial solutions to this 2 ; 2 system if and only if 23 k¼1 3 1 3 2 3 2 ! 2 þ 2 À
  • 6. 2 À 2i!k À k2 ! À j À Á 62 ¼4 2 jþ1 2 2 7 5 det D þ N1 þ : : : þ nÀ1 NnÀ1 þ k À k2 I ¼ 0: 3 2 3 2 3 2 1 2 ! À j ! þ jÀ1 À
  • 7. 2 þ 2i!k À k2 2 2 2 2 ! For each root of unity , there are four values of k that solve this Gm nj¼nÀ1 3nj¼1 þ 3 ; ð33Þ equation (counting multiplicities). That makes a total of 4n eigen- 2r 3nj¼nÀ1 nj¼1 values and therefore provides all eigenvalues for the full system in equation (25). where 2 and
  • 8. 2 are shorthand for the expressions j PnÀ1 Gm À ˜ Á 6. EXPLICIT EXPRESSION FOR k Nk 2 ¼ j 3 Jn À Jj;n ! 0; k¼1 2r In order to compute the eigenvalues, it is essential that we P Gm compute nÀ1 k Nk as explicitly as possible. To this end, we note k¼1
  • 9. 2 ¼ In ! 0; the following reduction and new definition: 2r3 and, as a reminder, In and Jn are defined by equations (22) and ˜ (23), respectively, whereas Jj;n is defined by equation (27). X nÀ1 1X nÀ1 e 2ijk=n 1 X cosð jk Þ nÀ1 k Jk;n ¼ ¼ ˜ Jj;n : It turns out in our subsequent analysis that the root of unity k¼1 4 k¼1 sin3 ðk =2Þ 4 k¼1 sin3 ðk =2Þ given by j ¼ n/2 is the most critical one for stability, at least for n ! 7. For n ¼ 2, : : : , 6 the instability stems from the eigen- ð27Þ vectors associated with j ¼ 1 and j ¼ n À 1. We analyze the key cases. But first we note that the critical j ¼ n/2 case corresponds Similarly, to perturbations in which every other body is perturbed in the opposite direction. And, more importantly, it does not matter what X nÀ1 the direction of the perturbation is. That is, if body 0 is advanced ˜ k e ik Jk;n ¼ Jjþ1;n ; ð28Þ azimuthally, then all of the even-numbered bodies are advanced k¼1 azimuthally, and all of the odd-numbered bodies are retarded by the same amount. Similarly, if body 0 is pushed outward radially, X nÀ1 then all of the even-numbered bodies are also pushed outward, k eÀik Jk;n ¼ JjÀ1;n : ˜ ð29Þ whereas the odd-numbered bodies are pulled inward. Azimuthal k¼1 and radial perturbations contribute equally to instability. We also compute 7.1. The Case in Which n Is Arbitrary and j Is neither 1 nor n À 1 X nÀ1 X nÀ1 X nÀ1 Assuming that j is neither 1 nor n À 1, we see that k e ik ¼ e ijk e ik ¼ e i ( jþ1)k ! k¼1 k¼1 k¼1 X nÀ1 k 2 det D þ Nk þ k À k I n À 1; j ¼ n À 1; ¼ ð30Þ k¼1 À1; otherwise: 3 2 1 2 ¼ ! þ jþ1 À
  • 10. 2 À 2i!k À k2 X nÀ1 2 2 k Àik n À 1; j ¼ 1; e ¼ ð31Þ 3 2 1 2 k¼1 À1; otherwise: ; 2 ! þ jÀ1 À
  • 11. þ 2i!k À k 2 2 2 PnÀ1 Substituting the definition of Nk into k Nk and making 3 2 3 2 2 k¼1 À ! À j : ð34Þ use of equations (27)–(31), we get 2 2 X nÀ1 Expanding out the products on the right-hand side in equation (34), k Nk we get that k¼1 ! 2 1˜ 3˜ 3 XnÀ1 det D þ k Nk þ k À k I ¼ k4 þ Aj k2 þ iBj k þ Cj ¼ 0; 2 Gm 6 À1 þ nj¼nÀ1 À 2 Jjþ1;n À3 þ 3nj¼1 þ Jj;n 2 7 ¼ 34 5; k¼1 2r 3˜ 1˜ À3 þ 3nj¼nÀ1 þ Jj;n À1 þ nj¼1 À JjÀ1;n ð35Þ 2 2 ð32Þ where where j¼k denotes the Kronecker delta (i.e., 1 when j ¼ k and 1 2 Aj ¼ ! 2 À jÀ1 þ 2 2 jþ1 þ 2
  • 12. ; ð36Þ 0 otherwise). 2
  • 13. No. 2, 2007 STABILITY OF RING SYSTEMS 661 Bj ¼ À! 2 À 2 ; ð37Þ or jÀ1 jþ1 ! !2 4 2 2 n=2Æ1 þ 9 n=2 À 8
  • 14. 2 1 2 3 rffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi Cj ¼3! 2 jÀ1 þ 2 2 jþ1 þ j À
  • 15. 2 2 4 2 !2 À 4 2 n=2Æ1 þ 9 2 À 8
  • 16. 2 À9 4 : n=2 n=2 1 2 þ jÀ1 þ 2 jþ1 À
  • 17. 2 4 It is the greater-than constraint that is relevant, and so we take 1 2 9 the positive root. Finally, we recall that À 2 À 2 jÀ1 jþ1 À j : 4 ð38Þ 16 4 GM Gm Gm À Á !2 ¼ þ 3 In ; 2 ¼ ˜ Jn À Jn=2;n ; n=2 r3 r 2r 3 7.1.1. The Subcase in Which n Is Even and j ¼ n/2 Gm
  • 18. 2 ¼ In ; In the subcase in which n is even and j ¼ n/2, it is easy to see 2r 3 by symmetry that n/2þ1 ¼ n/2À1 . To emphasize the equality, we denote this common value by n/2Æ1. Equations (36)–(38) and so the inequality on ! 2 reduces to simplify significantly. The result is ! M À Á 9À Á XnÀ1 ˜ ˜ !2 Jn À Jn=2Æ1;n þ Jn À Jn=2;n À 5In k 2 m 2 det D þ Nk þ k À k I ( !2 k¼1 À Á 9À Á þ ˜ ˜ 2 Jn À Jn=2Æ1;n þ Jn À Jn=2;n À 4In 4 ¼ k þ !2 À 2 n=2Æ1 þ 2
  • 19. 2 k2 2 )1=2 1 3 9À Á2 þ 3! 2 n=2Æ1 þ 2 À
  • 20. 2 ˜ À Jn À Jn=2;n : ð43Þ 2 2 n=2 4 2 1 2 9 þ À
  • 21. 2 À 4 : ð39Þ 2 n=2Æ1 4 n=2 The third column in Table 1 shows thresholds computed using this inequality. It is clear that for even values of n greater than 7, For a moment let us write this biquadratic polynomial (in k) in this threshold matches the numerically derived threshold shown a simple generic form and equate it to 0: in the second column in the table. This suggests that inequalities analogous to equation (43) derived for j 6¼ n/2 are less restrictive k4 þ Ak2 þ C ¼ 0: than equation (43). The proof of this statement is obviously more complicated than the j ¼ n/2 case because the general case in- The quadratic formula then tells us that cludes a linear term (Bj 6¼ 0) that vanishes in the j ¼ n/2 case. The linear term makes it impossible simply to use the quadratic pffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi ÀA Æ A2 À 4C formula, and therefore, any analysis involves a more general anal- k2 ¼ : ysis of a quartic equation. Scheeres Vinh (1991) analyzed the 2 general case. Although their notations are different, the funda- To get the eigenvalues we need to take square roots one more mental quantities are the same, and so their analysis is valid here time. The only way for the resulting eigenvalues not to have a as well. Rather than repeating their complete analysis, we simply positive real part is for k2 to be real and nonpositive. Necessary outline the basic steps in x 7.1.2. and sufficient conditions for this are that 7.1.2. The Subcase in Which j 6¼ n/2 A ! 0; ð40Þ Let jÆ1 denote the average of jþ1 and jÀ1 : C ! 0; ð41Þ jÆ1 ¼ ( jþ1 þ jÀ1 )=2: A2 À 4C ! 0: ð42Þ If we were to assume for the moment, incorrectly, that terms in- It turns out that the third condition implies the first two (we leave volving the difference jþ1 À jÀ1 were not present in equa- verification of this fact to the reader). In terms of computable tions (36)–(38), then an analysis analogous to that given in x 7.1.1 quantities, this third condition can be written, after simplification, would give us the inequality as r ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 2 ! 2 ! 4 2 þ 9 2 À 8
  • 22. 2 þ 4 2 þ 9 2 À 8
  • 23. 2 À9 4 : 4 jÆ1 j jÆ1 j j ! þ À8 2 n=2Æ1 À 18 2 n=2 þ 16
  • 24. 2 2 ! þ 9 4 n=2 ! 0: Next one uses the fact that 2 is unimodal as a function of jÆ1 Again we use the quadratic formula to find that j, taking its maximum value at j ¼ n/2. Hence, the inequality associated with j ¼ n/2 is the strictest of these inequalities. Fi- ! 2 !4 2 n=2Æ1 þ 9 n=2 À 8
  • 25. 2 2 nally, the difference terms are treated as small perturbations to r ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 2 this simple case, and a homotopy analysis shows that the j ¼ n/2 þ 4 2 2 2 À9 4 ; case remains the strictest case even as the difference terms are n=2Æ1 þ 9 n=2 À 8
  • 26. n=2 fed in.
  • 27. 662 VANDERBEI KOLEMEN Vol. 133 7.1.3. Large n tion (50) form a conjugate pair, and therefore, the correspond- ˜ ˜ When n is large, Jn=2Æ1;n % Jn=2;n and Jn 3 In . Furthermore, ing pair of values for k are such that one has a positive real part and the other a negative real part. Hence, in that case the system n=2 is demonstrably unstable. Simple numerical investigation reveals ˜ 1 X ( À 1)k n3 X ( À 1)k 1 Jn=2;n % % 3 that this is precisely what happens when 2 n 6 regardless of 2 k¼1 sin3 (k=n) 2 k¼1 k 3 the mass ratio M /m. n=2 To see why, let us consider just the case in which M /m is very 3 n3 X 1 1 31X 1 3 large, and hence the ratio ¼À %À % À Jn : 3 4 2 k¼1 k 3 4 2 k¼1 sin3 (k=n) 4 r ¼ m=M Hence, equation (43) reduces to is very close to 0. In this asymptotic regime, M 7 pffiffiffiffiffi ! 13 þ 4 10 Jn ; pffiffiffiffiffi m 8 A1 ¼ aM ; B1 ¼ b M m; C1 ¼ cMm; or, equivalently, where a 0 and the sign of c is the same as the sign of (1/4) 2 þ 2 M 2:299M (3/2) 2 À
  • 28. 2 À (1/2)n . Substituting rM for m and making the pffiffiffiffiffi m À pffiffiffiffiffiÁ % ; ð44Þ 1 ð7=8Þ 13 þ 4 10 Jn n3 change of variables defined by ¼ / M , we get which is precisely the answer Maxwell obtained 150 years ago. 4 À a 2 þ br þ cr ¼ 0: Of course, we have assumed here that n is even. For the odd case, as n ! 1, j jÀ1 À jþ1 j ! 0, so that the odd quartic For r ¼ 0 this equation reduces to 4 À a 2 ¼ 0, which has equation for j ¼ (n À 1)/2 reduces to the even equation for three real roots: a positive one, a negative one, and a root of mul- j ¼ n/2, giving the same stability criteria as the even-particle tiplicity 2 at ¼ 0. By continuity, for r small but nonzero the case. This can be seen in our simulations as well. The cases of quartic still has a positive root and a negative root, but the double n ¼ 100 and 101 give the same threshold to several significant root at ¼ 0 can either disappear or split into a pair of real figures. roots. Since this bifurcation takes place in the neighborhood of the origin, the quartic term can be ignored, and the equation in 7.2. The Case in Which j ¼ 1 or j ¼ n À 1 the neighborhood of zero reduces to a quadratic equation: By symmetry, these two cases are the same. Hence, we con- sider only j ¼ 1. Again after some manipulation in which we Àa 2 þ br þ cr ¼ 0: exploit the fact that 2 ¼ 0, we arrive at 0 ! This equation has two real roots if and only if its discriminant X nÀ1 is nonnegative: det D þ k Nk þ k À k2 I ¼ k4 þ Aj k2 þ iBj k þ Cj ¼ 0; À Á k¼1 r rb2 þ 4ac ! 0: ð45Þ Hence, if c is negative there will not be a full set of real roots for where r very small, and hence, the ring system will be unstable in that case. In other words, the system will be unstable if 1À Á A1 ¼ ! 2 À n þ 2 þ 2
  • 29. 2 ; 2 ð46Þ 2 À Á 1 2 3 2 1 2 þ 1 À
  • 30. 2 À n 0: B1 ¼ À! n À 2 ; 2 ð47Þ 4 2 2 !2 2 1 2 3 2 2 1 1 2 2 This equation reduces to C1 ¼ 3! þ À
  • 31. À n þ (n þ 2 ) À
  • 32. 4 2 2 1 2 4 X nÀ1 1 1 1 À Á2 9 2 À 2 Á À n À cot 0: ð51Þ À n À 2 À 1 1 À n ; 2 ð48Þ sinðk=nÞ 2 2n 16 4 k¼1 Gm ¼ 3 : ð49Þ It is easy to check that the expression is negative for n ¼ 2, : : : , r 6 and positive for n ! 7. Therefore, we have proved that ring Note that the coefficient B1 is imaginary, whereas the other systems are unstable for n ¼ 2, : : : , 6, at least when m is very three coefficients are real. This suggests making the substitution small relative to M. We have not proved the result for larger ¼ ik. In terms of , equation (45) becomes a quartic equation values of m, but it seems that such a case should be even more with all real coefficients: unstable, which is certainly verified by our simulator. 4 À A1 2 þ B1 þ C1 ¼ 0: ð50Þ 8. COMPARISON WITH PRIOR RESULTS Of the prior work summarized in x 1, the work of Roberts This equation has at most four real roots. If it does have four real (2000) is the most recent, most rigorous, and most self-contained. roots, then the corresponding values for k are purely imaginary In this section we compare our results with his. Like us, Roberts and the system could be stable. If, on the other hand, there are shows that the ring configuration is linearly unstable when n 6. two or fewer real roots, then at least one pair of roots to equa- Furthermore, for n ! 7 Roberts shows that the ring is linearly
  • 33. No. 2, 2007 STABILITY OF RING SYSTEMS 663 stable if and only if M hn m, where hn is a bifurcation value in equal to Saturn’s mass and the ring’s radius is about the radius a certain quartic polynomial. For n even, the formula he derives of the Cassini division (120,000 km), we see that the upper bound for hn is on the linear density of boulders is pffiffiffiffiffiffiffiffiffiffiffiffiffiffi hn ¼ A þ A2 À B; 1=3 M =mE rE k 8 ¼ 0:219: where 25:65 ; 0:01938 r A ¼ 2 þ 8P þ 18Q; B ¼ 36Q 2 À 8P; In other words, the linear density cannot exceed 22%; otherwise, the ring will be unstable. Of course, this is for a one-dimensional and circular ring of ice boulders. Analysis of a two-dimensional annulus or the full three-dimensional case is naturally more com- 1XnÀ1 1 plicated. Nonetheless, the 22% linear density figure matches ¼ ¼ 2In ; surprisingly well with the measured optical density, which hovers 2 k¼1 sin k =2 around 0.05–2.5. X 1 À ( À 1)k cos k nÀ1 1À Á P¼ ¼ ˜ Jn À Jn=2Æ1;n ; 3 4 10. NUMERICAL RESULTS k¼1 16 sin k =2 X cos k À ( À 1)k nÀ1 1À Á We have computed stability thresholds three different ways for Q¼ ˜ ¼ Jn À 2In À Jn=2;n : various finite n. First we numerically solved for all eigenvalues 3 4 k¼1 16 sin k =2 of the 4x ; 4n matrix in equation (25) and did a binary search to locate the smallest mass ratio M /m for which no eigenvalue has In the above expressions we have used formulae (22), (23), (24), a positive real part. We then translated this threshold into a value (27), and (28) to establish the alternate form of these expres- of , expressed as sions. From these alternate forms it is easy to see that the right- hand side in equation (43) is precisely hn. Furthermore, the fact that the asymptotic expression given by m M =n3 ; Roberts matches ours is easy to verify directly. Roberts wrote the asymptotic expression as and tabulated those results in the ‘‘Numerical’’ column in Table 1. pffiffiffiffiffi 1 Second, for even values of n we used equation (43) to derive 13 þ 4 10 X 1 threshold values. These values are reported in the third column hn % : 23 (2k À 1)2 in Table 1. Note that for even values of n larger than 7, these 1 results agree with those obtained numerically. To verify the agreement, it suffices to note that Finally, and perhaps most interestingly, the fourth column in the table are stability thresholds that were estimated using a sim- X 1 X 1 1 1 X1 1 1X 1 X 1 1 1 ulator based on a leapfrog integrator (Saha Tremaine 1994; Hut 3 ¼ 3 þ 3 ¼ 3 þ 3 ; et al. 1995). In this column two values are given. For the larger k k¼1 (2k) k¼1 (2k À 1) 8 k¼1 k k¼1 (2k À 1) k¼1 value, instability has been decisively observed. However, verify- ing stability is more challenging since one should in principle run and therefore, the simulator forever. Rather than waiting that long, we use the X rule of thumb that if the system appears intact for a period of time 1 1 7X 1 1 10 times greater than the time it took to demonstrate instability, 3 ¼ : k¼1 (2k À 1) 8 k¼1 k 3 then we deem the system stable at that mass. This is how the lower bounds in the table were obtained. It is our belief that a symplectic With this identity, it is easy to see that his expression matches simulator provides the most convincing method of discriminating ours given in equation (44). between stable and unstable orbits, at least when the number of bodies remains relatively small, for instance, up to a few hun- 9. RING DENSITY dred. Unstable orbits reveal themselves quickly, as the initial inaccuracy of double-precision arithmetic quickly cascades into Suppose that the linear density of the boulders is k. That is, k is something dramatic if the system is unstable. If, on the other the ratio of the diameter of one boulder to the separation between hand, the system is stable, then the initial imprecisions simply the centers of two adjacent boulders. Then the diameter of a result in an orbit that is close to but not identical to the intended single boulder is k(2r/n). Hence, the volume of a single boulder orbit. The situation does not decay. Any reader who has never is (4/3)(kr/n)3 . Let denote the density of a boulder. Then the experimented with a good symplectic integrator is strongly en- mass of a single boulder is (4/3)(kr/n)3 . If we assume that the couraged to experiment with the Java applet posted online,1 as density of Earth is about 8 times that of a boulder (Earth’s density hands-on experience can be very convincing. is 5.5 and Saturn’s moons have a density of about 0.7, being com- Of course, the amazing thing about the simulator results is posed of porous water ice), then we have that they match the numerical results in the second column. The thresholds determined by linear stability analysis only tell us 1 mE definitively that for m larger than the threshold, the system is ¼ 3 ; 8 (4=3)rE necessarily unstable. But for m smaller than the threshold, the mathematical /numerical analysis says nothing, since in those where mE denotes the mass of Earth and rE denotes its radius. 1 Combining all of these factors and assuming the central mass is See http://www.princeton.edu /$rvdb/JAVA /astro/galaxy/StableRings.html.
  • 34. 664 VANDERBEI KOLEMEN cases the eigenvalues are all purely imaginary. Yet simulation are unstable. The case n ¼ 2 is especially interesting. For this confirms that the thresholds we have derived are truly necessary case the two small bodies are at opposite sides of a common and sufficient conditions for stability. orbit. Essentially they are in the L3 position with respect to each As shown in x 7.2 for 2 n 6, the system is unstable. The other. For the restricted three-body problem (in which one body simulator verifies this. In these cases there is lots of room to roam has zero mass) it is well known that L3 is unstable no matter what before one body catches up to another. Even the tiniest masses the mass ratio. Our results bear this out. REFERENCES Arfken, G. 1985, Mathematical Methods for Physicists (3rd ed.; Orlando: Saha, P., Tremaine, S. 1994, AJ, 108, 1962 Academic) Salo, H. 1995, Icarus, 117, 287 Hut, P., Makino, J., McMillan, S. 1995, ApJ, 443, L93 Salo, H., Yoder, C. F. 1988, AA, 205, 309 Maxwell, J. C. 1859, On the Stability of Motions of Saturn’s Rings (Cambridge: Scheeres, D. J., Vinh, N. X. 1991, Celest. Mech. Dyn. Astron., 51, 83 Macmillan) Tee, G. J. 2005, Res. Lett. Inf. Math. Sci., 8, 123 Moeckel, R. 1994, J. Dyn. Diff. Eqs., 6, 37 ´ ´ ´ Tisserand, F. 1889, Traite de Mechanique Celeste ( Paris: Gauthier-Villars) Pendse, C. G. 1935, Philos. Trans. R. Soc. London A, 234, 145 Willerding, E. 1986, AA, 161, 403 Roberts, G. 2000, in Hamiltonian Systems and Celestial Mechanics, ed. J. Delgado (Singapore: River Edge), 303