analytical methods for engineering - slides of the course (lessons 1-8)

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Mathematical Methods in the Engineering Sciences Elena Beretta Dipartimento di Matematica Politecnico di Milano (ITALY) [email protected] 1 / 82

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An introduction to Elliptical Equations

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Page 1: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Mathematical Methods in the Engineering Sciences

Elena Beretta

Dipartimento di MatematicaPolitecnico di Milano (ITALY)

[email protected]

1 / 82

Page 2: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Main goals of the course

Many constitutive laws of physics are governed by partial differentialequations wThe qualitative study of solutions to these equations from amathematical viewpoint give an insight of the physical processes orsystems. In general additional information is necessary to select orpredict a unique solution. This information is often supplied in the formof initial and/or boundary data wWe will analyze the following fundamental equations: Laplaceequation,Poisson equation, Heat equation, Schroedinger equationanalyzing some boundary value problems and Cauchy problems. Inparticular we will investigate well-posedness (existence, uniqueness,stability) of such problems using several tools of functional analysis.Finally we will study two mathematical models, one arising in medicalimaging (Optical Tomography) and the second in quantum mechanics(Equilibrium of atoms)

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Page 3: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Part I

Prerequisits

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Page 4: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Banach Spaces

X vector space on R

A norm on X is a function ‖ · ‖ : X → [0,+∞) s.t.‖x‖ ≥ 0 and ‖x‖ = 0 if and only if x = 0 (positivity)‖λx‖ = |λ|‖x‖, ∀x ∈ X , ∀λ ∈ R (homogeneity)‖x + y‖ ≤ ‖x‖+ ‖y‖, ∀x , y ∈ X (triangular inequality)

(X , ‖ · ‖) is a normed space

(X , ‖ · ‖) is a metric space (X ,d) w.r.t. d induced byd(x , y) = ‖x − y‖, ∀x , y ∈ X

xn → x∗ in X if ‖xn − x∗‖ → 0 as n→ +∞(strong convergence)

A Banach space is a complete normed space(any Cauchy sequence is convergent in X )

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Page 5: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Examples

(Rn, ‖ · ‖n) and (Cn, ‖ · ‖n) are Banach spaces with respect to

‖x‖ =√∑n

i=1 x2i where x = (x1, . . . , xn).

C0(K ) = u : Ω ⊂ Rn → R continuous on K, K is compact‖u‖C0(Ω) = ‖u‖∞ = sup

x∈Ω

|u(x)|,

(C0(K ), ‖ · ‖∞) is a Banach space

Lp(Ω) = u :(∫

Ω |u(x)|pdx)1/p

< +∞, 1 ≤ p < +∞

‖u‖p =(∫

Ω |u(x)|pdx)1/p

(Lp(Ω), ‖ · ‖p) is a Banach space

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Page 6: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Examples

xk = (x1, x2, . . . ), xk ∈ R1 ≤ p < +∞,

`p =

x = xk :

∞∑k=1

|xk |p < +∞

(`p, ‖ · ‖) is a Banach space with ‖x‖p = (∑+∞

k=1 |xk |p)1/p

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Page 7: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Hilbert Spaces

X vector space on R

An inner product on X is a function (·, ·) : X × X → R s.t.(x , x) ≥ 0, ∀x ∈ X , (x , x) = 0 iff x = 0 (positivity)(y , x) = (x , y), ∀x , y ∈ X (symmetry)(λx + µy , z) = λ(x , z) + µ(y , z), ∀x , y , z ∈ X , ∀λ, µ ∈ R (bilinearity)

(X , (·, ·)) is an inner product space

If H is a vector space on C then symmetry is substituted by(x , y) = (y , x)

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Page 8: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Hilbert Spaces

(X , (·, ·)) is a normed space (X , ‖ · ‖) w.r.t. ‖ · ‖ induced by‖x‖ = (x , x)1/2, ∀x ∈ X

|(x , y)| ≤ ‖x‖‖y‖, ∀x , y ∈ X Cauchy-Schwarz inequality

‖x + y‖2 + ‖x − y‖2 = 2‖x‖2 + 2‖y‖2 Parallelogram law

A Hilbert space is a complete inner product space

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Page 9: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Examples of Hilbert Spaces

Rn (x , y) =∑n

i=1 xiyi ,Cn (x , y) =

∑ni=1 xiy i

L2(Ω) is a Hilbert space(u, v) =

∫Ω u(x)v(x)dx , (u, v) =

∫Ω u(x)v(x)dx

`2 is a Hilbert space

(x,y) =∞∑

k=1

xkyk

∞∑k=1

xkyk

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Page 10: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Orthogonal projections

V ⊂ H is closed in H if it contains all limit points of sequences inV .

V⊥ = u ∈ H : (u, v) = 0, ∀ v ∈ Vorthogonal complement of V ⊂ H, H Hilbert space

(Projection Theorem) (with proof) If V is a closed subspace of Hthen ∃! decompositionx = u + v , u ∈ V , v ∈ V⊥, ∀ x ∈ H

PV x = u orthogonal projection of x onto V

QV x = v orthogonal projection of x onto V⊥

‖x‖2 = ‖PV x‖2 + ‖x − PV x‖2, ‖PV x‖ ≤ ‖x‖

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Page 11: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Hilbert Spaces: separability

H Hilbert space, Y ⊂ H is dense if ∀ x ∈ H ∃ yn ⊂ Y :yn → x

A Hilbert space is separable if there exists a countable and denseY ⊂ X .

Examples of separable Hilbert spaces:

(Rn, ‖ · ‖n) and (Cn, ‖ · ‖n)

(L2(Ω), ‖ · ‖2)

(`2, ‖ · ‖2)

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Page 12: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Bases in Hilbert Spaces

ej : (ei ,ej) = δij orthonormal (countable) set in H

ej, orthonormal set, is a (countable) basis for H if

x =∞∑

j=1

(x ,ej)ej , ∀ x ∈ H

Generalized Fourier Series

cj = (x ,ej)

Fourier coefficients

‖x‖2 =∞∑

j=1

c2j

(follows from Pythagora’s Theorem)

H is separable iff H has a countable basis12 / 82

Page 13: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Examples of orthonormal bases

Rn, Cn

e1 = (1,0, . . . ,0), . . . ,e2 = (0,1,0 . . . ,0) . . .

L2(0,2π)e0 = 1√

2π,e1 = 1√

πcos x ,e2 = 1√

πsin x ,e3 = 1√

πcos 2x . . .

`2

e1 = (1,0, . . . ), e2 = (0,1, . . . ) . . .

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Page 14: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Linear operators on Hilbert spaces

L : (H1, ‖ · ‖H1)→ (H2, ‖ · ‖H2)

L is linear if L(λx + µz) = λLx + µLz, ∀ x , z ∈ H1

Kernel of L (N (L))

N (L) = x ∈ H1 : Lx = 0

Range of L (R(L))

R(L) = y ∈ H2 : ∃x ∈ H1 : Lx = y

L is bounded if ∃M > 0 : ‖Lx‖Y ≤ M‖x‖H1 , ∀ x ∈ H1

L is continuous if xn → x in H1 ⇒ Lxn → Lx in H2

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Page 15: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Linear operators on Hilbert spaces

L(H1,H2) set of all bounded linear operator from X to Y

L(H1,H2) vector space

‖L‖L(H1,H2) = supx 6=0

‖Lx‖H2

‖x‖H1

= sup‖x‖H1

=1‖Lx‖H2

‖Lx‖H2 ≤ ‖L‖L(H1,H2)‖x‖H1 , ∀ x ∈ H1

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Page 16: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Examples of linear bounded operators

L : Rn → Rm

Lx = Ax

where A is an m × n real valued matrix.

V ⊂ H, closed subset of a Hilbert space H.L1 : H → H with L1x = PV x and L2 : H → H with L1x = QV x

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Page 17: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Results on linear operators

TheoremL(H1,H2) is a Banach space

TheoremL : (H1, ‖ · ‖H1)→ (H2, ‖ · ‖H2), L linear.L is continuous ⇔ L is bounded.

(with proof)

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Page 18: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Linear functionals and dual spaces

L : (H, ‖ · ‖H)→ R bounded and linear: functional on H

L(H,R) is the dual space of H: H∗ or H ′

H∗ = L(H,R), ‖L‖H∗ = ‖f‖L(H,R) = supx 6=0

|Lx |‖x‖H

(H∗, ‖ · ‖H∗) is a Banach space (R is a Banach space)

H∗〈·, ·〉H : H∗ × H → R H∗〈L, x〉H = Lx is a bilinear form

H∗〈Lx〉H or 〈L, x〉 (duality)

|〈L, x〉| ≤ ‖L‖H∗‖x‖H

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Page 19: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Example of linear, bounded functionals on Hilbertspaces

H = Rn, L : Rn → R, let a ∈ Rn,

Lx = (a, x)

H = L2(Ω), Ω ⊂ Rn, L : L2(Ω)→ R, fix g ∈ L2(Ω)

Lf =

∫Ω

fg dx

Fix y ∈ H and let L : H → R

Lx = (x , y)

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Page 20: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Dual spaces of Hilbert spaces

TheoremRiesz representation TheoremLet H be a real Hilbert space. Then, ∀L ∈ H∗ ⇒ ∃! yL ∈ H :Lx = (x , yL),∀ x ∈ H and ‖L‖H∗ = ‖yL‖H

with proof

RemarkRiesz Theorem ⇒ we identify H and H∗ endowing H∗ with theinner product (L1,L2) = (yL1 , yL2).

Exercise: Prove that the kernel of a linear bounded operator is aclosed vector space.Exercise: Show that the Representation Theorem holds also incomplex Hilbert spaces.

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Page 21: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Bilinear Forms

DefinitionLet V be a real vector space. a : V × V → R is a bilinear form on V if∀y ∈ V the function x → a(x , y) is linear∀x ∈ V the function y → a(x , y) is linear

ExampleThe inner product on a real vector space is a bilinear form

In complex inner product spaces we define sesquilinear formssubstituting the linearity with respect to the second component withantilinearity

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Page 22: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Lax-Milgram Theorem

Problem (P):Let F ∈ H∗. Find u ∈ H such that

a(u, v) = 〈F , v〉, ∀v ∈ H

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Page 23: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

TheoremLax-Milgram Theorem Let H be a real Hilbert space, a be a bilinearform such that

a is continuous i.e.∃M > 0:

|a(u, v)| ≤ M‖u‖‖v‖, ∀u, v ∈ H

a is coercive i.e. ∃α > 0:

a(v , v) ≥ α‖v‖2, ∀v ∈ H.

Then, there exists a unique solution u to P and

‖u‖ ≤ 1α‖F‖

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Page 24: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

RemarkIf ∃M > 0:

|a(u, v)| ≤ M‖u‖‖v‖, ∀u, v ∈ H

then a(u, v) is continuous in H × H

RemarkLax-Milgram Theorem still holds in complex Hilbert spaces forsequilinear forms which are continuous and coercive.

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Page 25: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Minimization Problem

If the bilinear form a is symmetric then Problem (P) is equivalent to

minv∈H

E(v) =12

a(v , v)− 〈F , v〉

If the bilinear form a is symmetric ( antisymmetric in the complexcase)

(u, v)H = a(u, v)

is an inner product and Lax Milgram Theorem derives from RieszTheorem.Exercise: check that this is true.

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Page 26: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Galerkin Approximation Method

H Hilbert space, H = ∪Vk , Vk finite dimensional space for all k .Key ideas:

Project Problem (P)

a(u, v) = 〈F , v〉, v ∈ H

on Vk i.e. find solution uk of Problem (Pk )

a(uk , v) = 〈F , v〉, v ∈ Vk

Show‖uk − u‖H → 0

as k → +∞.

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Page 27: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Galerkin Approximation Method

PropositionAssume the assumptions of the Lax-Milgram Theorem are satisfiedand let u be the unique solution to Problem (P). If uk is the uniquesolution of Problem (Pk ) then

‖u − uk‖ ≤Mα

infv∈Vk‖u − v‖

Theorem

uk → u in V as k → +∞

with proof

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Page 28: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Weak and strong convergence

DefinitionH Hilbert space, a sequence xn of elements in H converges stronglyto an element x ∈ H

xn → x

if‖xn − x‖H → 0

as n→ +∞

DefinitionLet H be a Hilbert space, xn, x ∈ H.xn x (weak convergence) if (xn, y)→ (x , y) for any y ∈ H.

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Page 29: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Strong and weak convergence

TheoremH Hilbert space, xn, x ∈ H.xn → x (strong convergence) ⇒ xn x (weak convergence)

Proof.If xn → x strongly then

|(xn, y)−(x , y)| = |(xn−x , y)| ≤ ‖xn−x‖‖y‖ → 0, ∀y ∈ H ⇒ xn x

Exercise: Prove that if H finite dimensional Hilbert space, xn, x ∈ H.xn → x ⇔ xn x

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Page 30: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Counterexample

Example

H = `2 y ∈ `2

y ∈ `2 ⇒∞∑

k=1

y2k < +∞ ⇒ yk → 0

ek orthonormal basis

(ek ,y) = yk → 0, ∀y ∈ `2 ⇒ ek 0

ek 9 0 strongly in `2

(ek is not a Cauchy sequence: ‖ek − ej‖`2 =√

2, k 6= j )

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Page 31: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Uniqueness of weak limit

TheoremH Hilbert space, xn ∈ H.If xn x ∈ H then x is unique

Proof.Assume xn x . Then

(x − x , y) = (x − xn, y)− (x − xn, y)→ 0, ∀y ∈ H

Hence(x − x , y) = 0, ∀y ∈ H

which impliesx = x .

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Page 32: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Boundedness of weak convergent sequences

TheoremH Hilbert space, xn ∈ H.If xn x ∈ H then xn is bounded

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Page 33: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

An estimate of the norm of the weak limit

TheoremH Hilbert space, xn ∈ H.If xn x ∈ H then ‖x‖ ≤ lim infn→∞‖xn‖

Proof.xn x ⇒

‖x‖2 = (x , x) = limn→∞(xn, x) = lim infn→∞(xn, x)

≤ lim infn→∞‖xn‖‖x‖ = ‖x‖lim infn→∞‖xn‖

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Page 34: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Compactness

E ⊂ X is compact if every open cover of E contains a finite subcover

E ⊂ X is compact if and only if every bounded sequence in E containsa convergent subsequence in E (sequentially compact ).

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Page 35: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Weak convergence and compactness Theorems

TheoremA sequentially compact subset E of a normed space is closed andbounded.

Exercise: Prove the theorem.

RemarkIf E is a subset of a finite dimensional normed space (Rn) then

E sequentially compact ⇐⇒ Eclosed and bounded

In particularB1 = x ∈ Rn : ‖x‖ ≤ 1

is compact.

TheoremA normed space is finite dimensional ⇐⇒ B1 is compact.

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Page 36: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Weak convergence and compactness Theorems

ExampleH infinite dimensional separable Hilbert space. and ej∞1 anothonormal basis. Then

‖ej‖H = 1 ∀j

so that ej ⊂ B1 but

‖en − em‖H =√

2 ∀n,m, n 6= m

so ej∞1 is not a Cauchy sequence.

TheoremAny bounded sequence in a Hilbert space H has a weak convergentsubsequence in H.

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Page 37: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributions

DefinitionGiven a continuous function ψ : Ω ⊂ Rn → R the support of ψ is the set

supp ψ = x ∈ Ω : ψ(x) 6= 0

DefinitionWe indicate by C∞0 (Ω) the set of functions in C∞(Ω) compactlysupported in Ω

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Page 38: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributions

We now endow C∞0 (Ω) with a suitable notion of convergence (notinducing any metric)

Definitionψk∞k=1 ⊂ C∞0 (Ω) , ψ ∈ C∞0 (Ω).

ψk → ψ in C∞0 (Ω) as k →∞

ifDαψk → Dαψ, ∀α uniformly in Ω

and there exists a compact set K ⊂ Ω which contains the support of allthe ψk ’s.

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Page 39: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributions

ExampleLet ak ⊂ R, ak → 0 as k →∞, let ψ ∈ C∞0 (Ω). Then

ψk = akψ → 0, k →∞

in the above sense.

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Page 40: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributions

C∞0 (Ω) endowed with this convergence will be denoted as D(Ω).

DefinitionA distribution f is a linear continuous functional on D(Ω) (f ∈ D′(Ω))i.e. such that

< f , αψ1 + βψ2 >= α < f , ψ1 > +β < f , ψ2 >, ∀ψ1, ψ2 ∈D(Ω), α, β ∈ R< f , ψk >→< f , ψ > as ψk → ψ in D(Ω) as k → +∞.

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Page 41: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributions

Examplesf ∈ C0(Ω) defines a distribution

< f , ψ >=

∫Ω

since|∫

Ωfψ| ≤ ‖f‖K sup

Ω|ψ|

f ∈ L2(Ω) defines a distribution

< f , ψ >=

∫Ω

since|∫

Ωfψ| ≤ ‖f‖L2(Ω)‖ψ‖L2(Ω)

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Page 42: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributions

Examplesf = δ0 is a distribution

< f , ψ >= ψ(0)

since|ψ(0)| ≤ sup

Ω|ψ|

f ∈ L1loc(Ω) is a distribution

< f , ψ >=

∫Ω

since|∫

Ωfψ| ≤ ‖f‖L1(K ) sup

Ω|ψ|

Exercise: Verify that for p < n the function f (x) = 1|x |p ∈ D

′(Rn)

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Page 43: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributions

TheoremThe map I : L2(Ω)→ D′(Ω) where

< I(f ), ψ >=

∫Ω

fψ dx

is injective

with proof

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Page 44: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Distributional derivatives

Let f ∈ C1(R) with and ψ ∈ D(R). Then∫R

f ′ψ dx = fψ|+∞−∞ −∫R

fψ′ dx = −∫R

fψ′ dx

Hence< f ′, ψ >= − < f , ψ′ >

DefinitionLet f ∈ D′(Ω) where Ω ⊂ Rn. The derivative ∂xi f is the distributiondefined by

< ∂xi f , ψ >= − < f , ∂xiψ >

Every distribution possesses (distributional) derivatives of any order

< Dαf , ψ >= (−1)|α| < f ,Dαψ > ∀α

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Page 45: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Examples of distributional derivatives

Examplesf = δ0

< ∂xi δ0, ψ >= −∂xiψ(0)

f = H (Heaviside function)

< H, ψ >= − < H, ψ >=

∫RHψ′ dx = −

∫ +∞

0ψ′ dx = ψ(0)

Hence< H′, ψ >= ψ(0) =< δ, ψ >

Exercise: Compute the derivative of f (x) = |x | ∈ D(R)

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Page 46: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Some important Sobolev spaces: H1(Ω)

DefinitionWe denote by H1(Ω)

H1(Ω) = v ∈ L2(Ω) : ∇v ∈ L2(Ω)

i.e.< ∂xi v , ψ >= −

∫Ω

v∂xiψ dx , ∀ψ ∈ D′(Ω)

TheoremH1(Ω) is a Hilbert space with inner product

(u, v)1 =

∫Ω

uv dx +

∫Ω∇u · ∇v dx

and

‖u‖1 =

√∫Ω|v |2 dx +

∫Ω|∇v |2 dx

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Page 47: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Some important Sobolev spaces: H10 (Ω)

DefinitionWe denote by H1

0 (Ω) the closure of D(Ω) in H1(Ω).

H10 (Ω) ⊂ H1(Ω) and elements of H1

0 (Ω) have zero trace on ∂Ω

TheoremPoincaré inequality. Let Ω ⊂ Rn. There exists a positive constant CPsuch that

‖u‖0 ≤ CP‖∇u‖0

We can choose(u, v)1 = (∇u,∇v)0

as inner product

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Page 48: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Some important Sobolev spaces: H−1(Ω)

DefinitionWe denote by H−1(Ω) the dual of H1

0 (Ω) with

‖F‖−1 = sup|Fv | : v ∈ H10 (Ω), ‖v‖1 ≤ 1

TheoremH−1(Ω) is the set of distributions of the form

F = f0 + div f

where f0 ∈ L2(Ω) and f ∈ L2(Ω)

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Page 49: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Part II

Elliptic and parabolic PDE’s

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Page 50: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Elliptic equations

Laplace equation

∆u = 0

Stationary diffusion equation, conductivity equation, equilibrium of anelastic membrane

Poisson equation

∆u = f

f external force or source e.g. density of electric charges, load

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Page 51: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Harmonic functions

DefinitionA solution of

∆u = 0

is called harmonic.

Examplesz = ρeiθ, <zm and =zm, m ∈ N are harmonic functionsx , y , xy , x2 − y2, x3 − 3xy2, . . . are harmonic functionsuζ(x) = eζ·x , ζ ∈ Cn : ζ · ζ = 0, x ∈ Rn

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Page 52: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Mean Value Theorem

TheoremIf u is harmonic in Ω ⊂ Rn, n ≥ 2. Then, for any ball BR(x) ⊂ Ω

u(x) =1

|BR(x)|

∫BR(x)

u(y)dy

u(x) =1

|∂BR(x)|

∫∂BR(x)

u(y)dσy

TheoremIf u ∈ C0(Ω) has the mean value property then u is C∞(Ω) and isharmonic in Ω.

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Page 53: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Maximum principle

TheoremIf u ∈ C0(Ω) has the mean value property then, if u attains a maximumor a minimum at x0 ∈ Ω then u is constant. In particular if Ω isbounded, u ∈ C0(Ω) and u is not constant then, ∀x ∈ Ω

min∂Ω

u < u(x) < max∂Ω

u

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Page 54: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Application of maximum principle

Uniqueness and continuous dependence of boundary value problems

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Page 55: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Boundary value problems

Dirichlet Problem∆u = f in Ω ⊂ Rn,n ≥ 2

u = g on ∂Ω.

Neumann Problem∆u = f in Ω ⊂ Rn,n ≥ 2∂u∂n = h on ∂Ω.

Robin Problem∆u = f in Ω ⊂ Rn,n ≥ 2

∂u∂ν + αu = h on ∂Ω.

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Page 56: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Well-posedness

DefinitionA problem is well posed if

there exists a solution (existence)the solution is unique (uniqueness)the solution depends continuously upon the data (stability)

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Page 57: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Uniqueness

TheoremΩ ⊂ Rn bounded and smooth. There exists a unique solutionu ∈ C2(Ω) ∩ C1(Ω) of the Dirichlet and of the Robin problem. In thecase of the Neumann problem the solution is unique up to an additiveconstant.

with proof

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Page 58: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Existence

Existence is much more complicated to prove. For particulargeometries of the domain Ω existence can be proved via method ofseparation of variables

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Page 59: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Existence via method of separation of variables: anexample

Let Ω = BR(P) ball centered at P of radius R. Then

TheoremPoisson formula The unique solution to the Dirichlet problem

∆u = 0 in BR(P) ⊂ R2

u = g on ∂BR(P).

is given by

u(x) =R2 − |x − P|2

2πR

∫∂BR(P)

g(y)

|x − y |2dσy

with proof

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Page 60: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Existence via singular solutions

u harmonic function. Then, for fixed y ∈ Rn

v(x) = u(x − y)

is harmonic (translation invariance of ∆)

v(x) = u(Mx)

for M orthogonal (MT = M−1) is harmonic (rotation invariance of ∆).

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Page 61: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

The fundamental solution

Radially symmetric harmonic solutions: u = u(r), r = |x |.n = 2

∂2u∂r2 +

1r∂u∂u

= 0

Thenu(r) = C1 ln r + C2

n = 3∂2u∂r2 +

2r∂u∂u

= 0

Thenu(r) = C1

1r

+ C2

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Page 62: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

The fundamental solution

The fundamental solution for the Laplacian

Φ(x) =

1

2π ln |x |, n = 2− 1

4π|x | , n = 3

is solution to∆Φ = δ0

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Page 63: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

The representation formula

TheoremRepresentation FormulaΩ ⊂ Rn smooth and bounded, u ∈ C2(Ω). Then, ∀x ∈ Ω

u(x) =

∫Ω

Φ(x − y)∆u dy −∫∂Ω

Φ(x − y)∂u∂ν

dσy +

∫∂Ω

u∂Φ(x − y)

∂νdσy

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Page 64: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

The Green’s function

DefinitionFix y ∈ Ω

∆G(·, y) = δy in ΩG(·, y) = 0 on ∂Ω.

ANSATZ:

G(x , y) = Φ(x − y)− ψ(x , y)

where ∆ψ(·, y) = 0 in Ωψ(·, y) = Φ(x − y) on ∂Ω.

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Page 65: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Properties of Green’s function

G < 0 (negativity)G(x , y) = G(y , x) (symmetry)|G(x , y)| → +∞ as x → y (singularity)

For particular geometries of Ω the Green’s function can be computedexplicitly.

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Page 66: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Representation formula

TheoremConsider

∆u = f in Ωu = g on ∂Ω.

Then,

u(x) =

∫Ω

G(x , y)f (y) dy +

∫∂Ω

u∂G(x , y)

∂νdσy

If u is harmonicu(x) =

∫∂Ω

u∂G(x , y)

∂νdσy

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Page 67: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Representation formula

TheoremConsider

∆u = f in Ω∂u∂ν = h on ∂Ω.

Then,

u(x) =

∫Ω

N(x , y)f (y) dy −∫∂Ω

hN(x , y) dσy

where N(x , y) is the Neumann function solution to∆N(·, y) = δy in Ω

∂N(·,y)∂ν = 1

|∂Ω| on ∂Ω.

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Page 68: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

More general equations

Electrical Impedence Tomographydiv(σ∇u) = f in Ω ⊂ R3

u = g on ∂Ω,

σ conductivity, u electrostatic potential, g boundary potential, f externalsource.

Optical Tomography−div(k∇ψ) + µψ = f in Ω ⊂ R3

∂ψ∂n + αψ = h on ∂Ω,

k diffusion coefficient, µ absorption coefficient, ψ optical density, hillumination function.

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Page 69: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

More general elliptic equations

DefinitionConsider Ω ⊂ Rn, A(x) = (aij(x))n

i,j=1, c(x) = (ci(x))ni=1, a0(x) and f (x)

scalar functions. An equation of the form

−div (A∇u) + c · ∇u + a0u = f in Ω

is elliptic in Ω if

A(x)ξ · ξ > 0, ∀x ∈ Ω,∀ξ ∈ Rn, ξ 6= 0

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Page 70: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Variational formulation: Dirichlet Problem

Consider the Dirichlet problem−div(a∇u) + a0u = f in Ω

u = 0 on ∂Ω.

Suppose a, a0 and f smooth and u ∈ C2(Ω) ∩ C0(Ω) is a solution. Letv ∈ C1

0(Ω), multiplying the equation by v and integrating by parts wehave ∫

Ωa∇u · ∇v + a0uv =

∫Ω

fv

Viceversa, integrating back last equation implies that u is solution ofthe Dirichlet problem.

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Page 71: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Variational formulation

Problem (DP)Find u ∈ H1

0 (Ω) such that∫Ω

a∇u · ∇v + a0uv =

∫Ω

fv , ∀v ∈ H10 (Ω)

LetB(u, v) :=

∫Ω

a∇u · ∇v + a0uv

and the linear functional

〈F , v〉 =

∫Ω

fv

Problem (DP) is equivalent to the abstract variational problem

B(u, v) = 〈F , v〉, ∀v ∈ H10 (Ω)

⇒ well-posedness follows from Lax-Milgram Theorem if

a ≥ λ, and a0 ≥ 0

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Page 72: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Well-posedness

TheoremLet f ∈ L2(Ω) and λ−1

0 ≤ a ≤ λ0, 0 ≤ a0(x) ≤ γ0 in Ω. Then, Problem(DP) has a unique solution u ∈ H1

0 (Ω). Moreover

‖∇u‖0 ≤ C‖f‖0

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Page 73: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Remarks

Problem (DP) is equivalent to the minimization in H10 (Ω) of the

functional (total energy)

E(u) =

∫Ω

a|∇u|2 dx +

∫Ω

a0u2 dx −∫

Ωfu dx

In the case of non homogeneous boundary conditions ifg ∈ H1(Ω) and u − g ∈ H1

0 (Ω) then we reduce to the previouscase considering w = u − g.

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Page 74: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Variational formulation: Neumann Problem

Consider the Neumann problem−div(a∇u) + a0u = f in Ω

a∂u∂ν = g on ∂Ω.

Suppose a0 and f smooth and u ∈ C2(Ω) ∩ C0(Ω) is a solution. Letv ∈ C1(Ω), multiplying the equation by v and integrating by parts wehave

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Page 75: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Variational formulation: Neumann Problem

∫Ω

a∇u · ∇v + a0uv =

∫Ω

fv +

∫∂Ω

gv , ∀v ∈ C1(Ω)

Assume last relation holds and integrate by parts we get∫Ω

(−div(a∇u) + a0u − f )v +

∫∂Ω

a∂u∂ν

v =

∫∂Ω

gv , ∀v ∈ C1(Ω)

Choose v ∈ C10(Ω) and we get

−div(a∇u) + a0u − f = 0

and we have ∫∂Ω

a∂u∂ν

v =

∫∂Ω

gv ∀v ∈ C1(Ω)

which gives

a∂u∂ν

= g

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Page 76: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Variational formulation: Neumann Problem

Problem (NP)Find u ∈ H1

0 (Ω) such that∫Ω

a∇u · ∇v + a0uv =

∫Ω

fv +

∫∂Ω

gv , ∀v ∈ H1(Ω)

LetB(u, v) :=

∫Ω

a∇u · ∇v + a0uv

and the linear functional

〈F , v〉 =

∫Ω

fv +

∫∂Ω

gv

Problem (DP) is equivalent to the abstract variational problem

B(u, v) = 〈F , v〉, ∀v ∈ H1(Ω)

⇒ well-posedness follows from Lax-Milgram Theorem if

a ≥ λ−10 > 0, a0 ≥ γ−1

0 > 0

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Page 77: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Well-posedness

TheoremLet f ∈ L2(Ω), g ∈ L2(∂Ω), 0 < λ−1

0 ≤ a(x) ≤ λ0 and0 < γ−1

0 ≤ a0(x) ≤ γ0 in Ω. Then, Problem (NP) has a unique solutionu ∈ H1

0 (Ω). Moreover

‖u‖1 ≤1

minλ−10 , γ−1

0 (‖f‖0 + C‖g‖L2(∂Ω))

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Page 78: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Well-posedness

RemarkThe condition a0 ≥ γ−1

0 > 0 is necessary for existence anduniqueness!

If a0 = 0 then uniqueness fails and a normalization condition is neededto restore uniqueness.Existence of solutions requires that the compatibility condition∫

Ωf +

∫∂Ω

g = 0

is satisfied.

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Page 79: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Eigenvalues

DefinitionLet Ω ⊂ Rn bounded. A nontrivial weak solution u ∈ H1

0 (Ω) to theproblem

−∆u = λu in Ωu = 0 on ∂Ω.

is called Dirichlet eigenfunction and λ the correspondingDirichlet eigenvalue

TheoremThere exists in L2(Ω) an orthonormal basis uk consisting of Dirichleteigenfunctions. The corresponding eigenvalues are an increasingsequence

0 < λ1 < λ2 ≤ · · · ≤ λk ≤ . . .

with λk → +∞. The sequence uk/λk is an orthonormal basis inH1

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Page 80: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Eigenvalues

RemarkIf u ∈ L2(Ω) then u =

∑ckuk and ‖u‖2 =

∑c2

k . So

‖∇uk‖2 = (∇uk ,∇uk )0 = λk (uk ,uk )0 = λk

Thus, u ∈ H10 (Ω) iff

‖∇u‖20 =∑

c2kλk <∞

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Page 81: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Eigenvalues

By‖∇u‖20 =

∑c2

kλk <∞

and monotonicity of eigenvalues we get

‖∇u‖20 ≥ λ1‖u‖20

and we derive the following variational problem

λ1 = min

∫Ω |∇u|2∫

Ω u2 : u ∈ H10 (Ω),u 6= 0

or equivalently

λ1 = min∫

Ω|∇u|2 : u ∈ H1

0 (Ω), ‖u‖0 = 1

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Page 82: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Eigenvalues

Let F (u) =∫

Ω |∇u|2 and G(u) =∫

Ω u2 − 1

TheoremLet u ∈ H1

0 (Ω) be a local extremum of the functional F subject to thecondition G(u) = 0, then u is an eigenfunction and λ = F (u) is thecorresponding eigenvalue.

Proof. Follows by using Lagrange multiplier Theorem

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Page 83: Analytical Methods for Engineering - Slides of the Course (Lessons 1-8)

Eigenvalues

TheoremThere exists a global minimum u ∈ H1

0 (Ω) of the functional F subject tothe condition G(u) = 0.

Main steps of the proof.

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