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Ordinary Differential Equations 211<br />

(9.6.2)<br />

n<br />

k=0<br />

1<br />

ck T<br />

−1<br />

′ k φ ′ dx =<br />

1<br />

−1<br />

fφ dx, ∀φ ∈ P 0 n.<br />

The coefficients ck, 0 ≤ k ≤ n, are determined from the boundary cond<strong>it</strong>ions (these<br />

imply n k=0 ck = n k=0 (−1)kck = 0) and testing (9.6.2) on the set of polynomials<br />

φ(x) := Tj(x) − 1<br />

(1 + x), x ∈ Ī, 2 ≤ j ≤ n. The matrix corresponding<br />

2 (−1)j (1 − x) − 1<br />

2<br />

to the linear system is full and <strong>it</strong>s entries are obtained by computing the integrals<br />

Ikj := 1<br />

−1 T ′ kT ′ jdx. We can provide an explic<strong>it</strong> expression of these quant<strong>it</strong>ies by recalling<br />

(1.5.7) and arguing as in section 2.6. In this approach, we can combine the benef<strong>it</strong>s of<br />

working w<strong>it</strong>h Chebyshev polynomials, w<strong>it</strong>h a variational formulation which does not<br />

involve singular weight functions. The collocation scheme is instead obtained by taking<br />

pn = n−1 (n)<br />

j=1 pn(η j ) ˜l (n)<br />

j<br />

9.7 Boundary layers<br />

in (9.4.14), and testing on φ := ˜ l (n)<br />

j , 1 ≤ j ≤ n − 1.<br />

Small perturbations of certain differential operators can force the solution to degen-<br />

erate in a singular behavior near the boundary points, which is often recognized as a<br />

boundary layer. The terminology was first introduced in prandtl(1905). General mo-<br />

tivations and theoretical results are given in eckhaus(1979), chang and howes(1984),<br />

lagerstrom(1988). A typical example is given by the equation<br />

(9.7.1)<br />

⎧<br />

⎨<br />

−ǫ U ′′<br />

ǫ + Uǫ = 0 in I :=] − 1,1[,<br />

⎩<br />

Uǫ(−1) = 0, Uǫ(1) = 1,<br />

where ǫ > 0 is a given parameter. The solution of (9.7.1) is<br />

(9.7.2) Uǫ(x) = e(1+x)/√ ǫ − e −(x+1)/ √ ǫ<br />

e 2/√ ǫ − e −2/ √ ǫ<br />

, x ∈ Ī.

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