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AIDJEX Bulletin #40 - Polar Science Center - University of Washington

AIDJEX Bulletin #40 - Polar Science Center - University of Washington

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[2 sin 2y sin K~ - - cos 2y) cos K I[ (;: ' + cos 2y) sin K - 2 sin 2y cos K ]<br />

c1 a a<br />

This expression reduces to<br />

- [ - (P' +cos 2 ~ cos ) K,][(B'<br />

- cos 2y) sin K 0. 3 = o<br />

(52)<br />

(B' +cos 2y) sin' K - 2 sin 2y sin K cos K + (B' - cos 2y) cos2 K = o (53)<br />

a a a a<br />

which is identical to equation (47) with b' replaced by B'.<br />

find that<br />

Therefore, we<br />

The velocity characteristics are thus defined by a relationship similar to<br />

that for the stress characteristics. If we substitute for B' in terms <strong>of</strong> the<br />

angle 8 which relates shearing to dilating, then from equation (13)<br />

tan (8 - n/2) = cos 2(y - K ) a= 3,4 (55)<br />

a<br />

These transcendental equations will be useful for interpreting the exis-<br />

tence <strong>of</strong> characteristic directions. However, to transform the governing<br />

equations into their appropriate forms along the characteristic coordinates<br />

requires that we have an explicit expression for X . These expressions may<br />

a<br />

be found by considering equations (47) and (53) directly, substituting h<br />

a<br />

for tan K . The roots <strong>of</strong> the quadratic equations then are<br />

a<br />

a<br />

= I-<br />

sin 2y+ J 1 - (b')'<br />

b'-+--cos 2Y<br />

a = 1,2<br />

and<br />

sin 2y d 1 - (~')2<br />

a I?' + cos 2Y<br />

A =<br />

a = 3,4 (57)<br />

It is seen that when a non-normal flow rule is assumed, four distinct characteristic<br />

roots and directions occur. However, when a normal flow rule is<br />

assumed, two pairs <strong>of</strong> repeated roots arise and the stress characteristics<br />

coincide with the velocity characteristics. In this latter case, the governing<br />

equations along characteristic directions cannot be obtained from<br />

equation (38) when advection is included because the formal result breaks down.<br />

129

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