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

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Appendix I / Utilities / Axis Transforms<br />

_ _<br />

T<br />

B<br />

A<br />

DC_TO_YPR<br />

Φ<br />

B<br />

A<br />

: =<br />

tan<br />

B B<br />

E B<br />

( T , E ) ≡ ϕ ( T )<br />

−1<br />

22.4-7<br />

A<br />

A<br />

DC<br />

B<br />

B<br />

( T ( 8 ) T ( 9 ) )<br />

A<br />

B<br />

−1<br />

B<br />

( 7 ) ≤ 0.<br />

999999 ⇒ Θ : = sin − T ( 7 )<br />

Θ<br />

B<br />

A<br />

: =<br />

Ψ<br />

B<br />

A<br />

T<br />

sin<br />

B<br />

A<br />

−1<br />

: =<br />

( 7 )<br />

><br />

A<br />

0.<br />

999999<br />

A<br />

⇒<br />

A<br />

Equation 22.4-41<br />

Equation 22.4-42<br />

( )<br />

B<br />

( − 0.<br />

999999 ⋅ sign ( 1 , T ( 7 ) ) )<br />

tan<br />

−1<br />

A<br />

B<br />

B<br />

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

22.4.10 Cartesian to Direction Cosine Transformation,<br />

A<br />

A<br />

A<br />

Equation 22.4-43<br />

Equation 22.4-44<br />

Equation 22.4-45<br />

XYZ_TO_DC takes the Cartesian position of point (b) with respect to point<br />

(a) both expressed in frame (A). The utility returns the transformation<br />

matrix from (A) to frame (B), where (B) is orientated with respect to (A)<br />

such that the Euler roll angle is zero using the results of §16.13 with point<br />

(m) replaced by the generic point (b).<br />

XYZ_TO_DC<br />

A B<br />

DC A<br />

( P , T ) ≡ ϕ ( P )<br />

22.4.11 Direction Cosines to Cartesian Transformation<br />

b<br />

A<br />

X<br />

b<br />

Equation 22.4-46<br />

DC_TO_XYZ takes the transformation matrix from frame (A) to frame (B)<br />

and returns the Cartesian components of a unit vector emanating from point<br />

(a) whose projection passes through point (b).<br />

i<br />

∈<br />

DC_TO_XYZ<br />

{ ( 1:<br />

X ) , ( 2 : Y ) , ( 3:<br />

Z ) }<br />

B A<br />

X B<br />

( T , P , k ) ≡ ϕ ( T )<br />

A<br />

⇒<br />

b<br />

⎧<br />

⎪<br />

⎨<br />

⎪<br />

⎩<br />

k<br />

k<br />

=<br />

≠<br />

0<br />

0<br />

⇒<br />

⇒<br />

DC<br />

P<br />

iA<br />

b<br />

P<br />

iA<br />

b<br />

A<br />

Equation 22.4-47<br />

: =<br />

: =<br />

T<br />

T<br />

B<br />

A<br />

B<br />

A<br />

( 1,<br />

i )<br />

⎫<br />

⎪<br />

⎬<br />

( ) ⎪ i , 1<br />

⎭<br />

Equation 22.4-48

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