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CONTINUUM MECHANICS for ENGINEERS

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have a multiplicity of two, and determine the principal directions.<br />

Solution<br />

Here Eq 2.6-6 is given by<br />

<strong>for</strong> which the characteristic equation becomes<br />

or<br />

For 8 , Eq 2.6-5 yields<br />

λ( 1)<br />

=<br />

5−λ1 2<br />

1 5−λ 2 = 0<br />

2 2 6−λ<br />

3 2<br />

λ − 16λ + 80λ− 128 = 0<br />

2<br />

( λ−8) ( λ−4)<br />

= 0<br />

− 3n + n + 2n = 0<br />

1 2 3<br />

n − 3n + 2n = 0<br />

1 2 3<br />

2n + 2n − 2n = 0<br />

1 2 3<br />

From the first two of these equations n = n , and from the second and third<br />

1 2<br />

equations n3 = 2n2.<br />

There<strong>for</strong>e, using, nn i i = 1 , we have<br />

2 2<br />

2<br />

( 2)<br />

+ ( 2)<br />

+ ( 2)<br />

=<br />

n n 2n 1<br />

and so n and , from which the unit vector in the<br />

1 = n2<br />

= ± 1/ 2 n3 =± 1 2<br />

principal direction associated with λ (the so-called normalized eigen-<br />

( 1)<br />

8<br />

vector) is<br />

=<br />

ˆn 2 ( )<br />

nˆ eˆ eˆ eˆ e ˆ*<br />

1 ( ) 1<br />

= ( 1+ 2 + 2 3)= 3<br />

2<br />

ˆn 1 ( )<br />

For<br />

being<br />

, we choose any unit vector perpendicular to ; an obvious choice

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