EQUATIONS OF ELASTIC HYPERSURFACES
EQUATIONS OF ELASTIC HYPERSURFACES
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