Question 11.12: Calculate the net moment on the solar panel of Examples 11.2...

Calculate the net moment on the solar panel of Examples 11.2 and 11.8 (Fig. 11.17).

90307.11.17
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Since the comoving frame is rigidly attached to the panel, the Euler equation (Eq. 11.72a) applies to this problem. That is

\left.\left. M _G\right)_{\text {net }}=\dot{ H }_G\right)_{ rel }+ \omega \times H _G                   (a)

where

H _G=A \omega_x \hat{ i }+B \omega_{ y } \hat{ j }+C \omega_z \hat{ k }                          (b)

and

\left.\dot{ H }_G\right)_{ rel }=A \dot{\omega}_x \hat{ i }+B \dot{\omega}_y \hat{ j }+C \dot{\omega}_z \hat{ k }                  (c)

In Example 11.2, the angular velocity of the panel in the satellite’s x’y’z’ frame was found to be

\omega =-\dot{\theta} \hat{ j }^{\prime}+N \hat{ k }^{\prime}                      (d)

In Example 11.8, we showed that the direction cosine matrix for the transformation from the panel’s xyz frame to that of the satellite is

[ Q ]=\left[\begin{array}{ccc}-\sin \theta & 0 & \cos \theta \\0 & -1 & 0 \\\cos \theta & 0 & \sin \theta\end{array}\right]                         (e)

We use the transpose of [Q] to transform the components of ω into the panel frame of reference,

\{ \omega \}_{x y z}=[ Q ]^T\{ \omega \}_{x^{\prime} y z^{\prime}}=\left[\begin{array}{ccc}-\sin \theta & 0 & \cos \theta \\0 & -1 & 0 \\\cos \theta & 0 & \sin \theta\end{array}\right]\left\{\begin{array}{c}0 \\-\dot{\theta} \\N\end{array}\right\}=\left\{\begin{array}{c}N \cos \theta \\\dot{\theta} \\N \sin \theta\end{array}\right\}

or

\omega_x=N \cos \theta \quad \omega_y=\dot{\theta} \quad \omega_z=N \sin \theta                       (f)

In Example 11.2, N and \dot{\theta} were said to be constant. Therefore, the time derivatives of Eq. (f) are

\dot{\omega}_x=\frac{ d (N \cos \theta)}{ d t}=-N \dot{\theta} \sin \theta \quad \dot{\omega}_x=\frac{ d \theta}{ dt }=0 \quad \dot{\omega}_z=\frac{ d (N \sin \theta)}{ d t}=N \dot{\theta} \cos \theta                      (g)

In Example 11.8, the moments of inertia in the panel frame of reference were listed as

\left.\left.\left.A=\frac{1}{12} m\left(\ell^2+t^2\right) \quad B=\frac{1}{12} m\left(w^2+t^2\right) \quad C=\frac{1}{12} m\left(w^2+\ell^2\right) \quad I_G\right)_{x y}=I_G\right)_{x z}=I_G\right)_{y z}=0                     (h)

Substituting Eqs. (b), (c), (f), (g), and (h) into Eq. (a) yields

\left. M _G\right)_{\text {net }}=\frac{1}{12} m\left(\ell^2+t^2\right)(-N \dot{\theta} \sin \theta) \hat{ i }+\frac{1}{12} m\left(w^2+t^2\right)(0) \hat{ j }+\frac{1}{12} m\left(w^2+\ell^2\right)(N \dot{\theta} \cos \theta) \hat{ k }

+\left|\begin{array}{ccc}\hat{ i } & \hat{ j } & \hat{ k } \\N \cos \theta & \dot{\theta} & N \sin \theta \\\frac{1}{12} m\left(\ell^2+t^2\right)(N \cos \theta) & \frac{1}{12} m\left(w^2+t^2\right) \dot{\theta} & \frac{1}{12} m\left(w^2+\ell^2\right)(N \sin \theta)\end{array}\right|

Upon expanding the cross product determinant and collecting terms, this reduces to

\left. M _G\right)_{\text {net }}=-\frac{1}{6} m t^2 N \dot{\theta} \sin \theta \hat{ i }+\frac{1}{24} m\left(t^2-w^2\right) N^2 \sin 2 \theta \hat{ j }+\frac{1}{6} m w^2 N \dot{\theta} \cos \theta \hat{ k }

Using the numerical data of Example 11.8 (m = 50 kg,  N= 0.1 rad/s,  θ = 40°,  \dot{\theta} = 0.01 rad/s,  \ell = 6 m,  w = 2 m, and  t = 0.025 m), we find

\left. M _G\right)_{\text {net }}=-3.348\left(10^{-6}\right) \hat{ i }-0.08205 \hat{ j }+0.02554 \hat{ k }  ( N \cdot m )

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