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Zienkiewicz O.C., Taylor R.L. Vol. 3. The finite - tiera.ru

Zienkiewicz O.C., Taylor R.L. Vol. 3. The finite - tiera.ru

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82 A general algorithm for compressible and incompressible ¯ows<br />

INLET<br />

(Free-stream)<br />

X 2<br />

X 1<br />

Fig. <strong>3.</strong>2 Fictitious and real boundaries.<br />

2. Whereas for supersonic ¯ows all the variables can be prescribed at the inlet, at the<br />

exit however no boundary conditions are imposed simply because by de®nition the<br />

disturbances caused by the boundary conditions cannot travel faster than the<br />

speed of sound.<br />

With subsonic exit conditions the situation is somewhat more complex and here<br />

various possibilities exist. We again illustrate such conditions in Fig. <strong>3.</strong>2.<br />

Condition A: Denoting the most obvious assumptions with regard to the traction and<br />

velocities.<br />

Condition B: A more sophisticated condition of zero gradient of traction and stresses<br />

existing there. Such conditions will of course always apply to the exit domains for<br />

incompressible ¯ow. Condition B was ®rst introduced by <strong>Zienkiewicz</strong> et al. 47 and is<br />

discussed fully by Papanastasiou et al. 55 This condition is of some importance as it<br />

gives remarkably good answers.<br />

We shall refer to these open boundary conditions in various classes of problems<br />

dealt with later in this book and shall discuss them in detail. In particular the kind<br />

of di€erences that may occur in incompressible ¯ows in conduits under di€erent<br />

exit conditions are considered.<br />

Of considerable importance, especially in view of the new schemes, are however<br />

conditions which we will encounter on real boundaries.<br />

<strong>3.</strong>6.2 Real boundaries<br />

SIDE<br />

(Free-stream)<br />

SLIP or NO-SLIP<br />

SIDE<br />

(Free-stream)<br />

a b<br />

By real boundaries we mean limits of ¯uid domains which are physically de®ned and<br />

here three di€erent possibilities exist.<br />

EXIT<br />

u 2 = 0<br />

t 1 = 0<br />

(parallel flow)<br />

t b = (τ 11, τ 12) a<br />

(A)<br />

(B)

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