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

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Appendix C / Axis Transforms<br />

_ _<br />

16.12 Alignment to Missile Body Transformation<br />

The transform from the Alignment frame to the Missile Body frame<br />

(TRATOB) is defined using a quaternion to avoid discontinuities as the<br />

missile pitch angle approaches 90°.<br />

16.13 Alignment to Missile and Target LOS Transformations<br />

The Euler triplet defining the orientation of the Missile LOS frame with<br />

respect to the Alignment frame,<br />

E<br />

M<br />

A<br />

: =<br />

−1<br />

ZA hA<br />

−1<br />

YA XA<br />

( 0 , − tan ( P P ) , tan ( P P ) )<br />

m<br />

16-13<br />

m<br />

m<br />

m<br />

Equation 16.13-1<br />

The transform from the Alignment to the Missile LOS frame (TRATOM) is<br />

obtained by substituting these Euler angles into Equation 16.1-4,<br />

T<br />

M<br />

A<br />

: =<br />

⎡ M<br />

cos ΘA<br />

⋅ cos Ψ<br />

⎢<br />

⎢<br />

⎢<br />

M<br />

− sin ΨA<br />

⎢<br />

⎢<br />

⎢ M<br />

⎣ sin ΘA<br />

⋅ cos Ψ<br />

M<br />

A<br />

M<br />

A<br />

,<br />

,<br />

,<br />

cos Θ<br />

sin Θ<br />

M<br />

A<br />

cos Ψ<br />

M<br />

A<br />

⋅ sin Ψ<br />

M<br />

A<br />

⋅ sin Ψ<br />

M<br />

A<br />

M<br />

A<br />

,<br />

,<br />

,<br />

− sin Θ<br />

0<br />

cos Θ<br />

In terms of Cartesian position with respect to the Alignment frame,<br />

T<br />

M<br />

A<br />

: =<br />

⎡ XA<br />

Pm<br />

⎢<br />

⎢ Po,<br />

m<br />

⎢<br />

⎢ YA<br />

Po,<br />

m ⎢ − hA<br />

⎢ Pm<br />

⎢<br />

⎢ XA<br />

⎢ Pm<br />

⋅ P<br />

−<br />

⎢ hA<br />

⎣ Pm<br />

⋅ Po<br />

ZA<br />

m<br />

, m<br />

,<br />

,<br />

,<br />

P<br />

−<br />

P<br />

P<br />

P<br />

P<br />

XA<br />

o,<br />

m<br />

hA<br />

m<br />

YA<br />

m<br />

hA<br />

m<br />

YA<br />

m<br />

o,<br />

m<br />

P<br />

⋅ P<br />

⋅ P<br />

ZA<br />

m<br />

o,<br />

m<br />

,<br />

,<br />

,<br />

M<br />

A<br />

M<br />

A<br />

⎤<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎦<br />

Equation 16.13-2<br />

P<br />

P<br />

ZA<br />

m<br />

o<br />

P<br />

P<br />

hA<br />

m<br />

o<br />

, m<br />

0<br />

, m<br />

⎤<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎥<br />

⎦<br />

Equation 16.13-3<br />

The singularity when the elevation is (±π) must be accounted for. If the<br />

slant range is close to zero, a rare occurrence in this application,<br />

C<br />

u<br />

M<br />

A<br />

P < 5 ⇒ T : =<br />

I<br />

3<br />

Equation 16.13-4

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