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NUMERICAL METHODS FOR DIFFERENTIAL EQNS

PARABOLIC PROBLEMS

∂u∂t - ∆u = f

Ω ∂u/∂t v dx + ∫Ω ∇u ∇v dx = ∫Ω f v dx ∀ t

i.c. u(x, to) = u0(x)

b.c. generally could be u(x, t) = g(x, t) on ∂Ω

time and space treated in n ways, we separate the 2 coordinates

a(u,v) = ∫Ω ∇u ∇v dx

We assume existence and uniqueness of solution, no proofs will be given

Stability?

∂u/∂t + ∆u = f → can provide an estimate of stability

∂u/∂t ≠ f → not possible to provide stability → great issue!

for Laplace problem u ∈ H10(Ω) = {u ∈ L2 : ∇u ∈ L2}

here ∀ t u(., t) ∈ H10(Ω)

Continuity ⇒ ||u(α tm) - u(t)| ‖H1→ 0

limh→0 (u(t0+h) - u(t0))/h = ∂u/∂t

NUMERICAL METHODS FOR DIFFERENTIAL EQNS

PARABOLIC PROBLEMS

∂u/∂t - Δu = f

Ω ∂u/∂t v - ∫Ω ∇⋅∇v dx = ∫Ω f v dx  ∀ t

i.c.  u (x, t₀) = u₀ (x)

  • We assume homogeneous Dirichlet conditions on the boundary:
  • time and space treated in t ways, we separate the 2 coordinates
  • sort of time fixed epn.
  • a(u,v) = ∫Ω ∇u ∇v dx  ⟶ a(u,u) ⩾ α ‖u‖2  α>0
  • a(u,u) ⩽ G ‖u‖ ‖u‖
  • We want to use these results to estimate solution

Well-posedness

(existence and uniqueness of solution, stability)
  • unknown u ; data f, g, u₀, ...
  • We assume existence and uniqueness of solution, no proofs will be given
  • Stability?  ⟶ ∂u/∂t + Δu = f
  • ⟹ can provide an estimate of stability
  • ∂u/∂t - ∆u = f ⟹ not possible to provide stability ⟶ great issue
  • for Laplace problem  u ∈ H¹0(Ω) = {u ∈ L²: ∇u ∈ L² }
  • here  ∀ t  u (., t) ∈ H¹0(Ω)
  • Bochner space  u : (t₀,tf) ⟶ H¹0(Ω)
  • Continuity ⇒ ‖ u(., tn) - u(E) ‖ ⟶ 0
  • Assuming that u ∈ C¹((t₀,tf),H¹(Ω)) is like assuming ∃ and uniqueness of the solution

Ωtu(t) ∇v(t) ∇u(t) dx = ∫Ω fu(t) dx

We expect V to be L2, in order to perform ∫Ω∇fv dx

Inequality ‖f g‖X ≤ ‖f‖P ‖g‖q 1/p + 1/q = 1

ƒ ∈ L2(Ω), ‖f‖Lp(Ω) = (∫Ω|f|P dx)1/p c ∞, L² is a particular case (removed space if p=2)

At least must ask v ∈ H01(Ω), here or v = u(t)

- ∂tu(t) + 1/2 ∇u(t) = - ∫Ω u(t) ∇u(t) dx = ⟨u ⋅ ∇u(u[1])⟩ = α(u,u)

1/2Ω |∇u(t)|2 dx + α(u(t),u(t)) = ⟨fu(t) dx ⟩

≤ ‖∫Ω ρu (t)‖ dx ‖u(t)‖L2(Ω)‖∇u(t)‖H10(Ω)

1/2t ‖u(t)‖2L2 + α‖u(t)‖2H10(Ω) = ∫Ω fu(t)) dx = ⟨f ⋅ ∇u⟩ + α(u(t),u(t)) = ∫Ωu(t) dx = e dtilde L f ⋅‖u(t)‖L2

Young Inequality: (a|b| ≤ 1/22 + b2) or (a|b| ≤ ε/2 (εa2 + 1/ε |b|2)

1/2t ‖u(t)‖2L2 + α‖u(t)‖2H10(Ω)

1/ β‖u(t)⁄L2

t₀tp ‖u(t)⁄L22 dt = ‖u(t)⁄L22 − ‖u(t)⁄L2

⇒ Stability Estimate: ∫ ‖u(tε)⁄L22 + α ∫t₀tp ‖u(t)⁄H10(Ω)2 dt 1 α Wim’Im Ballyt 1/α + |u(tε)‖2

◻ Problem Discretization

• Weak form: ∫Ωtv dx + α(u,v) = ∫Ω f ⋅ dx ∀ (v ϵ H10(Ω)) (∀ ∈ (t0,tp))

  • v ≠ ϕi β(x,t) = ∑ εi υi(t) + ∋
iυjji) + ε ∫Ω ∂(εjiϕj) ⋅ dx = ∑ εjι∂ϕi = ∫Ω ░ϕi dx bzärer b2 = &exists; other row, associated to adjoint things rows, associated tobasis functions

Stiffness matrix = Aij = α(ϕji);

Mass matrix = Mι = ∫Ω ι (ϕi) dx)

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I contenuti di questa pagina costituiscono rielaborazioni personali del Publisher gm_95 di informazioni apprese con la frequenza delle lezioni di Numerical Modeling of Differential Problem e studio autonomo di eventuali libri di riferimento in preparazione dell'esame finale o della tesi. Non devono intendersi come materiale ufficiale dell'università Politecnico di Milano o del prof Miglio Edie.
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