EQUATIONS OF ELASTIC HYPERSURFACES
EQUATIONS OF ELASTIC HYPERSURFACES
EQUATIONS OF ELASTIC HYPERSURFACES
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2. OUTLINE <strong>OF</strong> DIFFERENTIAL GEOMETRY 29<br />
Therefore an integral on the surface is defined by the equality (we resume temporarily the<br />
indexation Θ j )<br />
∫<br />
=<br />
S<br />
f(X )dS :=<br />
M∑<br />
∫<br />
j=1<br />
M∑<br />
∫<br />
j=1<br />
S j<br />
ψ j (X )f(X )|d 1 Θ j ∧ . . . ∧ d n−1 Θ j |<br />
ω j<br />
ψ j (Θ j (y))f(Θ j (y)) √ det G S (y))dy , (2.102)<br />
where {ψ j } M j=1 is a partition of unity subordinated to the chosen covering {S j } M j=1 of S .<br />
To prove the correctness of the definition we have to check the independence of the integral<br />
in the right-hand side in (2.102) from the variable transformation which preserves the orientation.<br />
It is sufficient to check this for one chart M = 1 and ω j = ω, S j = S , Θ = Θ.<br />
Let<br />
y = y(z) : ω → W ⊂ R n−1 (2.103)<br />
be a diffeomorphism which preserves the orientation and κ(z) := Θ(y(z)). Then<br />
∑n−1<br />
∂ k κ(z) = (∂ m Θ)(y(z))∂ m y(z) , k = 1, . . . , n − 1 .<br />
m=1<br />
Due to Lemma 2.25.g and the equality (2.92)<br />
det G S (z)=G ((∂ 1 Θ)(y(z)), . . . , (∂ n−1 Θ)(y(z))) = |(∂ 1 Θ)(y(z)) ∧ . . . ∧ (∂ n−1 Θ)(y(z))|<br />
=[det[∂ j y k (z)] n−1×n−1 ] −1 G (∂ 1 κ(z), . . . , ∂ n−1 κ(z)) , (2.104)<br />
where J(z) := det[∂ j y k (z)] n−1×n−1 is the Jakobi determinant of the transformation. Changing<br />
the variable y = y(z) in the integral (2.102) and applying the well known formula<br />
dy(z) = det[∂ j y k (z)] n−1×n−1 dz we obtain<br />
∫<br />
ψ ◦ Θ(y)f ◦ Θ(y) √ det G S (y))dy<br />
ω<br />
∫<br />
= ψ ◦ κ(z)f ◦ κ(z) √ (z)dz ,<br />
W<br />
which proves that the integrals in the right-hand side in (2.102) are independent of the variable<br />
transformation.<br />
In particular, the surface area A (S ) of the hypersurface S is given by the formula<br />
(2.102) with f ◦ Θ j = 1 (we resume, again temporarily, the indexation Θ j ):<br />
∫<br />
A (S ) =<br />
S<br />
dS =<br />
=<br />
M∑<br />
∫<br />
ψ j ◦ Θ|d 1 Θ j ∧ . . . ∧ d n−1 Θ j |<br />
S j<br />
M∑<br />
∫<br />
ψ j (Θ j (y)) √ det G S (y)dy . (2.105)<br />
ω j<br />
j=1<br />
j=1