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EQUATIONS OF ELASTIC HYPERSURFACES

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74 SHELLS<br />

Theorem 3.12 For any real-valued function ϕ ∈ C 1 (S ) and any 1 ≤ j < k ≤ n, there<br />

hold:<br />

∫<br />

∮<br />

[ ]<br />

M jk ϕ dS = νj νΓ k − ν k ν j Γ ϕ ds , (3.30)<br />

S<br />

Γ<br />

where ν Γ (ξ) = ( ν 1 Γ (ξ), . . . , νn Γ (ξ)) ⊤<br />

is the unit tangential vector to S at the boundary point<br />

ξ ∈ Γ := ∂S and outward (unit) normal vector to the boundary Γ = ∂S .<br />

Proof: With formula (2.174) at hand the integrand in (3.30) can be represented as a total<br />

differential<br />

(M jk ϕ) dS = (∂ k ϕ)ω j<br />

∣<br />

∣S − (∂ j ϕ)ω k<br />

∣<br />

∣S = d [ ϕω jk<br />

]∣<br />

∣S .<br />

Applying the Stoke’s formula (2.176) and formula (2.175) we get:<br />

∫<br />

∫<br />

M jk ϕ dS = d [ ∫ ∫<br />

]∣ ∣ [ ]<br />

ϕω ∣S jk = ϕω ∣Γ jk = νj νΓ k − ν k ν j Γ ϕ ds<br />

S<br />

and (3.30) is proved.<br />

The formal adjoint (in R n ) to P is defined by<br />

S<br />

Γ<br />

Γ<br />

P ∗ u = − ∑ j<br />

∂ j a ⊤ j u + b ⊤ u (3.31)<br />

If Ω ⊂ R n is a smooth, bounded domain, and if P is a first-order operator, weakly<br />

tangential to ∂Ω, then, applying (2.121) (cf. § 2.5), P can be integrated by parts over Ω<br />

without boundary terms, i.e.<br />

∫<br />

∫<br />

(P u, v) Ω := 〈P u, v〉 dx = 〈u, P ∗ v〉 dx =: (u, P ∗ v) Ω (3.32)<br />

Ω<br />

Ω<br />

for all vector-valued sections of vector fields<br />

u, v ∈ C 1 (¯Ω).<br />

For a weakly tangential differential operator Q on a closed hypersurface S let Q ∗ S<br />

denote the “surface” adjoint:<br />

∮<br />

∮<br />

(Q S u, v) S := 〈Qϕ, ψ〉 dS = 〈ϕ, Q ∗ S ψ〉 dS = (u, Q ∗ S v) S (3.33)<br />

S<br />

S<br />

for all vector-valued sections of vector fields ϕ, ψ ∈ C 1 (¯Ω).<br />

Corollary 3.13 The surface-adjoint operator PS ∗ to the weakly tangential differential operator<br />

P in (3.20) is equal to the formally adjoint one<br />

n∑<br />

PS ∗ ϕ = P ∗ ϕ = − ∂ j a ⊤ j u + b ⊤ u . (3.34)<br />

j=1

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