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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

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