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CONTINUUM MECHANICS for ENGINEERS

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Determine<br />

(a) the trans<strong>for</strong>mation matrix between the two sets of axes, and show<br />

that it is a proper orthogonal trans<strong>for</strong>mation.<br />

(b) the equation of the plane x1 + x2 + x3 = 1/ 2 in its primed axes<br />

<strong>for</strong>m, that is, in the <strong>for</strong>m + + = b.<br />

Answer:<br />

bx 1 1 ′ bx 2 2 ′ bx 3 3 ′<br />

⎡1/<br />

2 0 1/ 2⎤<br />

⎢<br />

⎥<br />

(a) [ aij]= ⎢ 1/ 2 1/ 2 −1/<br />

2⎥,<br />

⎢<br />

⎣<br />

−1/<br />

2 1/ 2 1/ 2⎥<br />

⎦<br />

(b) ′ + ′ + = 1 ′<br />

2.20 Making use of Eq 2.4-11 of the text in the <strong>for</strong>m det A = ε ijk A 1iA 2jA 3k<br />

write Eq 2.6-6 as<br />

2x 1<br />

and show by expansion of this equation that<br />

to verify Eq 2.6-8 of the text.<br />

= 0<br />

2.21 For the matrix representation of tensor B shown below,<br />

determine the principal values (eigenvalues) and the principal directions<br />

(eigenvectors) of the tensor.<br />

Answer: λ1 = 17, λ2 = 26, λ3 = –39<br />

(2)<br />

, nˆ = 4eˆ + 7eˆ / 65 ,<br />

2.22 Consider the symmetrical matrix<br />

x 2<br />

T − λδ = ε T −λδ<br />

T λδ T λδ<br />

ij ij ijk 1i1i2j2j3k3k x 3<br />

( ) −<br />

( )<br />

( ) −<br />

( )<br />

3 2 ⎡ 1<br />

⎤<br />

λ − Tiiλ + TiiTjj −TijTji<br />

λ− εijkT1iT2jT3k=<br />

0<br />

⎣⎢ 2<br />

⎦⎥<br />

ˆ ˆ<br />

n e<br />

(1) = 1<br />

⎡17<br />

0 0⎤<br />

⎥<br />

⎢<br />

0 23 28<br />

⎥<br />

⎣<br />

⎢ 0 28 10⎦<br />

⎥<br />

⎢ [ Bij]= −<br />

[ Bij]= ( 2 3 )<br />

⎡ 5<br />

3 0 ⎤<br />

2<br />

2 ⎢ ⎥<br />

⎢0<br />

4 0⎥<br />

⎢ 3<br />

5⎥<br />

⎣<br />

0<br />

2<br />

2⎦<br />

( 2 3)<br />

(3)<br />

nˆ = − 7eˆ + 4eˆ / 65

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