11.08.2013 Views

Untitled - Cdm.unimo.it

Untitled - Cdm.unimo.it

Untitled - Cdm.unimo.it

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Examples 273<br />

n En<br />

4 2.88462<br />

8 .164540<br />

12 .087322<br />

16 .049646<br />

20 .052595<br />

Table 12.2.1 - Errors for the approximation<br />

of problem (12.2.1) by the scheme (12.2.2).<br />

Another approach is to use Laguerre functions (see section 6.7) for obtaining a<br />

global approximation of U in the whole domain I (see section 9.5). It is recommended<br />

not to use high degree Laguerre polynomials, due to the effect of rounding errors in<br />

the computations. Thus, we adopt a non-overlapping multidomain method (see section<br />

11.2). For any n ≥ 2 and m ≥ 1, we approximate the solution of (12.2.1) in S1 :=]0,2[<br />

by a polynomial pn ∈ Pn , and in S2 :=]2,+∞[ by a Laguerre function Qm ∈ Sm−1.<br />

At the interface point x = 2 we assume the continu<strong>it</strong>y of the approximating function<br />

and <strong>it</strong>s derivative. Then, we define the nodes ˜η (m)<br />

j := η (m)<br />

j + 2, 0 ≤ j ≤ m − 1, where<br />

η (m)<br />

0 := 0 and η (m)<br />

d<br />

j , 1 ≤ j ≤ m−1, are the zeroes of dxL(α) m for α = 0. The following<br />

collocation scheme is considered:<br />

⎧<br />

(12.2.3)<br />

−p ′′ n(ˆη (n)<br />

i ) − p ′ n(ˆη (n)<br />

i ) = exp(−ˆη (n)<br />

i ) f(ˆη (n)<br />

i ), 1 ≤ i ≤ n − 1,<br />

⎪⎨<br />

pn(0) = 0,<br />

⎪⎩<br />

pn(2) = Qm(2), p ′ n(2) = Q ′ m(2),<br />

−Q ′′ m(˜η (m)<br />

i ) − Q ′ m(˜η (m)<br />

i ) = exp(−˜η (m)<br />

i ) f(˜η (m)<br />

i ), 1 ≤ i ≤ m − 1.<br />

The subst<strong>it</strong>ution qm(x) := Qm(x)e x−2 , ∀x ∈ ¯ S2, leads to qm ∈ Pm−1, and (12.2.3)<br />

becomes<br />

(12.2.4)<br />

⎧<br />

−p ′′ n(ˆη (n)<br />

i ) − p ′ n(ˆη (n)<br />

i ) = exp(−ˆη (n)<br />

i ) f(ˆη (n)<br />

i ), 1 ≤ i ≤ n − 1,<br />

⎪⎨<br />

pn(0) = 0,<br />

⎪⎩<br />

pn(2) = qm(2), p ′ n(2) = q ′ m(2) − qm(2),<br />

−q ′′ m(˜η (m)<br />

i ) + q ′ m(˜η (m)<br />

i ) = e −2 f(˜η (m)<br />

i ), 1 ≤ i ≤ m − 1.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!