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Laplace transform isotherm .pdf - University of Hertfordshire ...

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Figure 2.3: Diagram showing the discretisation <strong>of</strong> the boundary into elements<br />

and the collocation <strong>of</strong> a typical base node with a target element for<br />

the boundary element method<br />

<strong>of</strong> whether they are required. It may be used on domains <strong>of</strong> most shapes,<br />

provided the elements used are sufficiently small to accurately represent the<br />

boundary.<br />

However, difficulties arise when the boundary contains corners and points<br />

with discontinuous boundary conditions. The problem with boundaries con-<br />

taining corners is the ambiguity <strong>of</strong> the direction <strong>of</strong> the normal derivative at<br />

the corner. An approach to overcoming this is discussed by Toutip (2001) in<br />

which he compares the multiple node method described by Mitra and Ingber<br />

(1993) and the gradient approach <strong>of</strong> Alarcón et al. (1979) and Paris and<br />

Cañas (1997). He concludes that both methods produce equally acceptable<br />

results, but the multiple node method is simpler from a programming point<br />

<strong>of</strong> view.<br />

Although the boundary element method is attractive in having smaller<br />

amounts <strong>of</strong> data which need to be processed, there are difficulties in ex-<br />

18

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