EQUATIONS OF ELASTIC HYPERSURFACES
EQUATIONS OF ELASTIC HYPERSURFACES
EQUATIONS OF ELASTIC HYPERSURFACES
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3. CALCULUS <strong>OF</strong> DIFFERENTIAL OPERATORS ON <strong>HYPERSURFACES</strong> 69<br />
and therefore we get<br />
⎛<br />
⎜<br />
⎝<br />
=<br />
⎞<br />
∂ 1 N 1 · · · ∂ 1 N n<br />
.<br />
. ..<br />
⎟ . ⎠ =<br />
∂ n N 1 · · · ∂ n N n<br />
1 ( )<br />
∂j ∂ k Ψ S − N j ∂ N ∂ k Ψ S<br />
|∇Ψ S |<br />
1<br />
|∇Ψ S |<br />
Then (3.16) and (3.17) yields (3.15).<br />
Let θ(x) ∈ T x S then<br />
⎛<br />
⎜<br />
⎝<br />
⎞<br />
∂1Ψ 2 S · · · ∂ 1 ∂ n Ψ S<br />
.<br />
. ..<br />
⎟ . ⎠ (I n −N N ⊤ ). (3.17)<br />
∂ n ∂ 1 Ψ S · · · ∂nΨ 2 S<br />
W S (x)θ(x) = { N (x)N ⊤ (x) − I n<br />
}<br />
WS (x)θ(x).<br />
Thus the eigenvalues of the matrices W S (x) and<br />
A S (x) := { N (x)N ⊤ (x) − I n<br />
}<br />
WS (x) (3.18)<br />
coincide and denote them by {κ j (X )} 1≤j≤n , setting the last one zero: κ n = 0.<br />
From this representation we immediately have that the eigenvalues {κ j (x)} 1≤j≤n are the<br />
solutions of the following equation<br />
and the mean curvature is<br />
det(A S (x) − κ I) = 0<br />
H S (x) =<br />
∑n−1<br />
j=1<br />
κ j (x)<br />
n − 1 =<br />
n∑<br />
j=1<br />
TrA S (x)<br />
n − 1<br />
for x ∈ S .<br />
Let us now write (−1) n det(A S (x) − κ I) as a polynomial with respect to κ. Then the<br />
Gauß’s principal curvature at x ∈ S equals to the coefficient at κ.<br />
Example 3.9 Let us demonstrate obtained results for the ellipsoid Er,0 n−1 defined in (2.69).<br />
We have<br />
[ ]<br />
W E<br />
n−1 (x) = δ jk<br />
= diag ( α 1 (x), . . . , α n (x) ) ,<br />
r,0<br />
where<br />
α j (x) =<br />
R r,0 (x)rk<br />
2 n×n<br />
1<br />
rj 2R r,0(x) , N j(x) = x j α j (x) =<br />
R r,0 (x) :=<br />
[ n∑<br />
j=1<br />
(<br />
xj<br />
r 2 j<br />
) 2<br />
] 1/2<br />
.<br />
x j<br />
r 2 j R r,0(x) ,