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Thesis - Leigh Moody.pdf - Bad Request - Cranfield University

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Appendix C / Axis Transforms<br />

_ _<br />

When referring to individual direction cosines the notation is consistent with<br />

the FORTRAN array mapping structure.<br />

T B<br />

A<br />

This is equivalent to,<br />

T B<br />

A<br />

≡<br />

: =<br />

⎡ T<br />

⎢<br />

⎢<br />

⎢ T<br />

⎢<br />

⎢<br />

⎢<br />

⎣ T<br />

⎡ T<br />

⎢<br />

⎢<br />

⎢ T<br />

⎢<br />

⎢<br />

⎢<br />

⎣ T<br />

( 1 ) , T ( 4 ) , T ( 7 )<br />

( 2 ) , T ( 5 ) , T ( 8 )<br />

( ) ( ) ( )⎥ ⎥⎥⎥⎥⎥<br />

3 , T 6 , T 9<br />

( 1,<br />

1 ) , T ( 1,<br />

2 ) , T ( 1,<br />

3 )<br />

( 2 , 1 ) , T ( 2 , 2 ) , T ( 2 , 3 )<br />

( ) ( ) ( ) ⎥ ⎥⎥⎥⎥⎥<br />

3 , 1 , T 3 , 2 , T 3 , 3<br />

16-5<br />

⎤<br />

⎦<br />

Equation 16.1-8<br />

⎤<br />

⎦<br />

Equation 16.1-9<br />

If the full notation becomes laborious when dealing with direction cosines it<br />

is permissible to drop the frame reference providing that the meaning of the<br />

transform is clearly defined. Since transformations defined by direction<br />

cosines result in orthogonal matrices,<br />

T<br />

A<br />

B<br />

16.2 Small Angle Approximations<br />

≡<br />

[ ] [ ] 1<br />

B T<br />

B −<br />

T ≡ T<br />

A<br />

A<br />

Equation 16.1-10<br />

When the angular rotation between frames is small the transformation<br />

matrix reduces to a skew symmetric form using small angle approximations<br />

highlighted by the delta notation. A transformation defined by small<br />

angular rotations decomposes into the identity matrix and an anti-symmetric<br />

matrix defined by an Euler triplet,<br />

∆T<br />

B<br />

A<br />

: =<br />

B [ I − ∆E<br />

× ]<br />

3<br />

A<br />

≡<br />

⎡ 1<br />

⎢<br />

⎢<br />

⎢ − ∆Ψ<br />

⎢<br />

⎢<br />

⎢ B<br />

⎣ ∆ΘA<br />

B<br />

A<br />

,<br />

,<br />

,<br />

∆Ψ<br />

1<br />

B<br />

A<br />

− ∆Φ<br />

B<br />

A<br />

,<br />

,<br />

,<br />

− ∆Θ<br />

∆Φ<br />

1<br />

B<br />

A<br />

B<br />

A<br />

⎤<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎦<br />

Equation 16.2-1

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