Difference between revisions of "D7. Examples of 3D dynamics"

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[[Fitxer:D7-1-cat.png|thumb|center|450px|link=]]
 
<center>
<math>\ddot{\qs}_i = f(\qs_j, \dot{\qs}_j, \ddot{\qs}_j, \text{ dynamic parameters, geometric parameters}), i = 1...N</math>
 
<math>\downarrow(\dot{\qs}_{j,eq} = 0, \ddot{\qs}_{j, eq} = 0)</math>
 
<math>0 = {\fs}_{i,eq}({\qs}_{j, eq}, \text{ dynamic parameters, geometric parameters}), i = 1...N</math>
</center>
 


The equation that defines the <math>\qs_{\text{j,eq}}</math> may be transcendental and not have an analytical solution. In this case, a numerical or graphical solution may be used.
The equation that defines the <math>\qs_{\text{j,eq}}</math> may be transcendental and not have an analytical solution. In this case, a numerical or graphical solution may be used.
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<span style="text-decoration: underline;">Analysis of small oscillations about an equilibrium configuration</span>
<span style="text-decoration: underline;">Analysis of small oscillations about an equilibrium configuration</span>


If the value of the coordinates is considered to be very close to that of an equilibrium configuration  <math>(\qs_\js = \qs_{\text{j,eq}} + \varepsilon_\js,</math> with <math>\varepsilon_\js << 1</math>, hence <math>\varepsilon_\js^2 \approx 0</math>) the nonlinear functions appearing in the equations of motion can be approximated by the linear terms of their Taylor series expansion. For example:
If the value of the coordinates is considered to be very close to that of an equilibrium configuration  <math>(\qs_\js = \qs_{\text{j,eq}} + \varepsilon_\js,</math> with <math>\varepsilon_\js << 1</math>, hence <math>\varepsilon_\js^2 \approx 0</math>), the nonlinear functions appearing in the equations of motion can be approximated by the linear terms of their Taylor series expansion. For example:


:* if polynomials of degree greater than 1 appear:
:* if polynomials of degree greater than 1 appear:
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::<math>\qs = \qs_{\text{eq}} + \varepsilon</math>
::<math>\qs = \qs_{\text{eq}} + \varepsilon</math>


::<math>\qs^2 = (\qs_{\text{eq}} + \varepsilon)^2 = \varepsilon^2 + 2\qs_{\text{eq}}\varepsilon + \qs_{\text{eq}}^2\approx \varepsilon^2 + 2\qs_{\text{eq}}\varepsilon </math>
::<math>\qs^2 = (\qs_{\text{eq}} + \varepsilon)^2 = \varepsilon^2 + 2\qs_{\text{eq}}\varepsilon + \qs_{\text{eq}}^2\approx \varepsilon^2 + 2\qs_{\text{eq}} </math>


::<math>\qs^3 = (\qs_{\text{eq}} + \varepsilon)^3 = \varepsilon^3 + 3\qs_{\text{eq}}\varepsilon^2 + 3\qs_{\text{eq}}^2\varepsilon + \qs_{\text{eq}}^3\approx 3\qs_{\text{eq}}^2\varepsilon + \qs_{\text{eq}}^3</math>
::<math>\qs^3 = (\qs_{\text{eq}} + \varepsilon)^3 = \varepsilon^3 + 3\qs_{\text{eq}}\varepsilon^2 + 3\qs_{\text{eq}}^2\varepsilon + \qs_{\text{eq}}^3\approx 3\qs_{\text{eq}}^2\varepsilon + \qs_{\text{eq}}^3</math>


:* if it is an angular coordinate <math>(\qs_\js=\theta)</math> and sine and cosine functions appear:
:* if it is an angular coordinate <math>(\qs_\js=\theta)</math> and sine and cosine functions appear:


::<math>\left.\begin{aligned}
::<math>\left.\begin{aligned}
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\cth = \text{cos}(\theta_\text{eq} + \varepsilon)  = \text{cos}\theta_\text{eq}\:\text{cos}\varepsilon -\text{sin}\theta_\text{eq}\:\text{sin}\varepsilon\\
\cth = \text{cos}(\theta_\text{eq} + \varepsilon)  = \text{cos}\theta_\text{eq}\:\text{cos}\varepsilon -\text{sin}\theta_\text{eq}\:\text{sin}\varepsilon\\


\text{sin}\varepsilon = \varepsilon + (1/3)\varepsilon^3 + ... \simeq \varepsilon\\
\text{sin}\varepsilon = \varepsilon - (1/3!)\varepsilon^3 + ... \simeq \varepsilon\\


\text{cos}\varepsilon = 1 + (1/2)\varepsilon^2 + ... \simeq 1
\text{cos}\varepsilon = 1 - (1/2)\varepsilon^2 + ... \simeq 1
\end{aligned}\right\} \Rightarrow
\end{aligned}\right\} \Rightarrow


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</math>
</math>


Once linearized, the equation is of the form: <math>\As\ddot\varepsilon + \Bs\dot\varepsilon + \text{C}\varepsilon = 0</math>, where A, B, and C are scalars. In this course, however, the equation is often simpler and contains no first time derivative:  <math>\As\ddot\varepsilon + \Bs\dot\varepsilon = 0</math>. The general solution is: <math>\varepsilon(\ts) = \as\text{sin}(\omega\ts + \varphi)</math>, with <math>\omega = \sqrt{\Bs/\As}</math>. The integration constants (<math>\as, \varphi</math>) depend on the initial conditions <math>\varepsilon(\ts = 0)\equiv \varepsilon_0, \dot\varepsilon(\ts = 0)\equiv\dot\varepsilon_0</math>.
 
Once linearized, the equation is of the form: <math>\As\ddot\varepsilon + \Bs\dot\varepsilon + \text{C}\varepsilon = 0</math>, where A, B, and C are scalars. In this course, however, the equation is often simpler and contains no first time derivative:  <math>\As\ddot\varepsilon + \Bs\varepsilon = 0</math>. The general solution is: <math>\varepsilon(\ts) = \as\text{sin}(\omega\ts + \varphi)</math>, with <math>\omega = \sqrt{\Bs/\As}</math>. The integration constants (<math>\as, \varphi</math>) depend on the initial conditions <math>\varepsilon(\ts = 0)\equiv \varepsilon_0, \dot\varepsilon(\ts = 0)\equiv\dot\varepsilon_0</math>.




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=====💭 Proof ➕=====
=====💭 Proof ➕=====


:The solution <math>\varepsilon(\ts)</math> of the equation <math>\As\ddot\varepsilon + \Bs\dot\varepsilon = 0</math>  must be a function whose second time derivative is proportional to the function before differentiation. The sine, cosine and exponential functions satisfy this condition. If the first one (with two integration constants) is tested:
:The solution <math>\varepsilon(\ts)</math> of the equation <math>\As\ddot\varepsilon + \Bs\varepsilon = 0</math>  must be a function whose second time derivative is proportional to the function before differentiation. The sine, cosine and exponential functions satisfy this condition. If the first one (with two integration constants) is tested:


:<math>\varepsilon(\ts) = \as\text{sin}(\omega\ts + \varphi), \:\:\ \dot\varepsilon(\ts) = \as\omega\text{cos}(\omega\ts + \varphi), \:\: \ddot\varepsilon(\ts) = -\as\omega^2\text{sin}(\omega\ts + \varphi)</math>
:<math>\varepsilon(\ts) = \as\text{sin}(\omega\ts + \varphi), \:\:\ \dot\varepsilon(\ts) = \as\omega\text{cos}(\omega\ts + \varphi), \:\: \ddot\varepsilon(\ts) = -\as\omega^2\text{sin}(\omega\ts + \varphi)</math>
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\end{aligned}\right\} \Rightarrow\left\{\begin{aligned}
\end{aligned}\right\} \Rightarrow\left\{\begin{aligned}
\text{tan}\varphi = \omega(\varepsilon_0/\dot\varepsilon_0)\\
\text{tan}\varphi = \omega(\varepsilon_0/\dot\varepsilon_0)\\
\as = \sqrt{\varepsilon_0^2 + (\varepsilon_0^2/\omega)^2}
\as = \sqrt{\varepsilon_0^2 + (\varepsilon_0/\omega)^2}
\end{aligned}\right.</math>
\end{aligned}\right.</math>


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------
------
<small>
<small>
:FOTO
:[[File:D7-Ex1-1-eng.png|thumb|left|150px|link=]]


:The homogeneous rectangular plate, with mass m, is articulated to a massless fork that rotates with constant angular velocity <math>\Omega_0</math>  relative to the ground under the action of a motor. <span style="text-decoration: underline;">We want to find the equation of motion associated with the movement between the plate and the fork, and the value of the torque that guarantees a constant <math>\Omega_0</math>.</span>
:The homogeneous rectangular plate, with mass m, is articulated to a massless fork that rotates with constant angular velocity <math>\Omega_0</math>  relative to the ground under the action of a motor. <span style="text-decoration: underline;">We want to find the equation of motion associated with the movement between the plate and the fork, and the value of the torque that guarantees a constant <math>\Omega_0</math>.</span>
 
[[File:D7-Ex1-2-neut.png|thumb|right|200px|link=]]
{|
|
:<span style="text-decoration: underline;">Kinematic description:</span>
:<span style="text-decoration: underline;">Kinematic description:</span>
:<math>\boxed{\begin{align}
:<math>\boxed{\begin{align}
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:<math>\vel{G}{E} = \vel{G}{AB} = \vel{G}{REL} + \vel{G}{ar} = (\nearrow 2\Ls\dth) + (\otimes 2\Ls\Omega_0\sth)</math>
:<math>\vel{G}{E} = \vel{G}{AB} = \vel{G}{REL} + \vel{G}{ar} = (\nearrow 2\Ls\dth) + (\otimes 2\Ls\Omega_0\sth)</math>


:Another option to calculate  <math>\vel{G}{T}</math> is rigid body kinematics (rigid body: plate):
:Another option to calculate  <math>\vel{G}{E}</math> is rigid body kinematics (rigid body: plate):
 
:<math>\vel{G}{E} = \vel{O}{E} + \OGvec\times\velang{plate}{E} = (\searrow 2\Ls)\times[(\Uparrow\Omega_0) + (\odot\dth)] = (\otimes 2\Ls\Omega_0\sth) + (\nearrow 2\Ls\dth)</math>
 


:<math>\vel{G}{T} = \vel{O}{T} + \OGvec\times\velang{plate}{T} = (\searrow 2\Ls)\times[(\Uparrow\Omega_0) + (\odot\dth)] = (\otimes 2\Ls\Omega_0\sth) + (\nearrow 2\Ls\dth)</math>
|[[File:D7-Ex1-1-eng.png|thumb|center|150px|link=]]
|}
:<span style="text-decoration: underline;">General diagram of interactions</span>
:<span style="text-decoration: underline;">General diagram of interactions</span>
:[[File:D7-Ex1-3-eng.png|thumb|right|220px|link=]]


:It is a two-DoF system (forced <math>\Omega_0</math>, free <math>\dth</math>) with 10 constraint unknowns. On the other hand, it contains 2 rigid bodies, and the two vector theorems generate 6 equations per solid. The problema is determinate:
:It is a two-DoF system (forced <math>\Omega_0</math>, free <math>\dth</math>) with 10 constraint unknowns. On the other hand, it contains 2 rigid bodies, and the two vector theorems generate 6 equations per solid. The problema is determinate:
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:The plate is the only element whose movement depends on <math>\dth</math>. Therefore, the systems where <math>\ddth</math> will appear when applying the vector theorems are: plate, plate + fork.
:The plate is the only element whose movement depends on <math>\dth</math>. Therefore, the systems where <math>\ddth</math> will appear when applying the vector theorems are: plate, plate + fork.


:FOTOx2
:[[File:D7-Ex1-4-eng.png|thumb|center|420px|link=]]
 
<center> 5 constraint unk. + <math>\ddth = </math> 6 unk.<math>\:\:\:\:\:\:\:\:\:\:\:\:\:</math> 5 constraint unk. + <math>\Gamma + \ddth = </math> 7 unk.</center>
:The six equations generated when applying the vector theorems to the plate allow the calculation of the 6 unknowns, while in the other option, the number of unknowns exceeds the number of equations that can be generated. The external interactions on the plate are:
:The six equations generated when applying the vector theorems to the plate allow the calculation of the 6 unknowns, while in the other option, the number of unknowns exceeds the number of equations that can be generated. The external interactions on the plate are:
:[[File:D7-Ex1-5-neut.png|thumb|left|250px|link=]]


:The characterization of the constraint torsor of the fork on the plate at point <math>\Os</math> is straightforward whether the base B or B’ is used.
:The characterization of the constraint torsor of the fork on the plate at point <math>\Os</math> is straightforward whether the base B or B’ is used.
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:If the AMT is applied, the three components include constraint unknowns. If the AMT is applied at <math>\Os</math>, the constraint force will not appear, and component 3 (or 3’) will be free of constraint unknowns.
:If the AMT is applied, the three components include constraint unknowns. If the AMT is applied at <math>\Os</math>, the constraint force will not appear, and component 3 (or 3’) will be free of constraint unknowns.


:A good proposal is:  <math>\boxed{\text{Roadmap:SYSTEM(plate), AMT at }\Os]_{3=3'}}</math>
:A good proposal is:  <math>\boxed{\text{Roadmap: SYSTEM(plate), AMT at }\Os]_{3=3'}}</math>


:AMT at <math>\Os: \:\: \sum\vec{M}_{\text{ext}}(\Os) = \dot{\vec{\Hs}}_\text{RTO}(\Os)</math>
:AMT at <math>\Os: \:\: \sum\vec{\Ms}_{\text{ext}}(\Os) = \dot{\vec{\Hs}}_\text{RTO}(\Os)</math>


:<math>\Os\in</math> plate: <math>\vec{\Hs}_\text{RTO}(\Os) = \Is\Is(\Os)\velang{plate}{RTO=T} = \Is\Is(\Os)[(\Uparrow\Omega_0) + \odot\dth]</math>
:<math>\Os\in</math> plate: <math>\vec{\Hs}_\text{RTO}(\Os) = \Is\Is(\Os)\velang{plate}{RTO=E} = \Is\Is(\Os)[(\Uparrow\Omega_0) + \odot\dth]</math>


:In order to have an inertia tensor with constant terms, it is convenient to use the B vector basis fixed to the plate:
:In order to have an inertia tensor with constant terms, it is convenient to use the B vector basis fixed to the plate:


:<math>[\Is\Is(\Os)]_\Bs = \mat{\I{large}}{0}{0}{0}{\I{low}}{0}{0}{0}{\I{large + low}}</math>, amb <math>\left\{\begin{aligned}
:<math>[\Is\Is(\Os)]_\Bs = \mat{\I{large}}{0}{0}{0}{\I{low}}{0}{0}{0}{\I{large + low}}</math>, with <math>\left\{\begin{aligned}
\I{low} = (4/3)\ms\Ls^2 \\
\I{low} = (4/3)\ms\Ls^2 \\
\I{large} = (16/3)\ms\Ls^2
\I{large} = (16/3)\ms\Ls^2
\end{aligned}\right.</math>
\end{aligned}\right.</math>


:<math>\{\vec{\Hs}_{\text{RTO}}(\Os)\} = \mat{\I{large}}{0}{0}{0}{\I{low}}{0}{0}{0}{\I{large + low}}\vector{\Omega_0\sth}{\Omega_0\cth}{\dth} = \vector{\I{large}\Omega_0\sth}{\I{low}\Omega_0\cth}{\I{large + low}\dth}</math>
:<math>\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = \mat{\I{large}}{0}{0}{0}{\I{low}}{0}{0}{0}{\I{large + low}}\vector{\Omega_0\sth}{\Omega_0\cth}{\dth} = \vector{\I{large}\Omega_0\sth}{\I{low}\Omega_0\cth}{(\I{large} + \I{low})\dth}</math>


:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} =  \vector{\I{large}\Omega_0\dth\cth}{\I{low}\Omega_0\dth\sth}{\I{large + low}\ddth} + \vector{\Omega_0\sth}{\Omega_0\cth}{\dth}\times\vector{\I{large}\Omega_0\sth}{\I{low}\Omega_0\cth}{\I{large + low}\dth}</math>
:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} =  \vector{\I{large}\Omega_0\dth\cth}{-\I{low}\Omega_0\dth\sth}{(\I{large} + \I{low})\ddth} + \vector{\Omega_0\sth}{\Omega_0\cth}{\dth}\times\vector{\I{large}\Omega_0\sth}{\I{low}\Omega_0\cth}{(\I{large} + \I{low})\dth}</math>


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_3 = (\I{large + low})\ddth + \I{low - large}\Omega_0^2\sth\cth\\
\left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_3 = (\I{large} + \I{low})\ddth + (\I{large} - \I{low})\Omega_0^2\sth\cth\\
\sum\vec{M}_{\text{ext}}(\Os)]_3 = -\ms\gs 2\Ls\sth
\sum\vec{\Ms}_{\text{ext}}(\Os)]_3 = -\ms\gs 2\Ls\sth
\end{aligned}\right\} \Rightarrow \boxed{(\I{large + low})\ddth + \left[2\ms\gs\Ls + (\I{low} - \I{large})\Omega_0\cth\right]\sth = 0}</math>
\end{aligned}\right\} \Rightarrow \boxed{(\I{large} + \I{low})\ddth + \left[2\ms\gs\Ls + (\I{low} - \I{large})\Omega_0^2\cth\right]\sth = 0}</math>


:If <math>\I{large + low}</math> and <math>\I{low} - \I{large}</math> are substituted and by the values given in the tables, the equation becomes:
:If <math>\I{large}</math> and <math>\I{low}</math> are substituted and by the values given in the tables, the equation becomes:


:<math>\boxed{\frac{10}{3}\ddth + \left(\frac{\gs}{\Ls} - 2\Omega_0\cth\right)\sth = 0}</math>
:<math>\boxed{\frac{10}{3}\ddth + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\cth\right)\sth = 0}</math>




:<span style="text-decoration: underline;">Analysis of the equation of motion: equilibrium configurations</span>
:<span style="text-decoration: underline;">Analysis of the equation of motion: equilibrium configurations</span>


:<math>\left(\frac{\gs}{\Ls} - 2\Omega_0\cth_\text{eq}\right)\sth_\text{eq} = 0</math>. This equation has two families of solutions:
:<math>\left(\frac{\gs}{\Ls} - 2\Omega_0^2\cth_\text{eq}\right)\sth_\text{eq} = 0</math>. This equation has two families of solutions:


:<math>\left\{\begin{aligned}
:<math>\left\{\begin{aligned}
\sth_\text{eq} = 0\Rightarrow \theta_\text{eq} = 0,180\deg\\
\sth_\text{eq} = 0\Rightarrow \theta_\text{eq} = 0,180\deg\\
\frac{\gs}{\Ls} - 2\Omega_0\cth_\text{eq} = 0\Rightarrow \cth_\text{eq} = \frac{\gs}{2\Ls\Omega_0^2}
\frac{\gs}{\Ls} - 2\Omega_0^2\cth_\text{eq} = 0\Rightarrow \cth_\text{eq} = \frac{\gs}{2\Ls\Omega_0^2}
\end{aligned}\right.</math>
\end{aligned}\right.</math>


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:Since this is a nonlinear equation (due to the sine function), the general motion is obtained by numerical integration.
:Since this is a nonlinear equation (due to the sine function), the general motion is obtained by numerical integration.


:Analytical analysis for small amplitudes <math>(\varepsilon)</math> about an equilibrium configuration <math>\theta_\text{eq}</math> can be done by approximating the trigonometric functions <span style="text-decoration: underline;">[[D7. Exemples de dinàmica 3D#D7.1 Anàlisi d’equacions del moviment|('''secció D7.1''')]]</span>:
:Analytical analysis for small amplitudes <math>(\varepsilon)</math> about an equilibrium configuration <math>\theta_\text{eq}</math> can be done by approximating the trigonometric functions <span style="text-decoration: underline;">[[D7. Examples of 3D dynamics#D7.1 Analysis of the equations of motion|('''section D7.1''')]]</span>:


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\theta = \theta_\text{eq} + \varepsilon\\
\theta = \theta_\text{eq} + \varepsilon\\
\varepsilon^2\approx 0  
\varepsilon^2\approx 0  
\end{aligned}\right\}\Rightarrow \frac{10}{3}\ddot{\varepsilon} + \left[\frac{\gs}{\Ls} + 2\Omega_0^2(\text{sin}^2\theta_\text{eq} + \text{cos}^2\theta_\text{eq})\right]\varepsilon + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\cth_\text{eq}\right)\sth_\text{eq} = 0</math>
\end{aligned}\right\}\Rightarrow \frac{10}{3}\ddot{\varepsilon} + \left[\frac{\gs}{\Ls} + 2\Omega_0^2(\text{sin}^2\theta_\text{eq} - \text{cos}^2\theta_\text{eq})\right]\varepsilon + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\cth_\text{eq}\right)\sth_\text{eq} = 0</math>


:For small amplitudes around <math>\theta_\text{eq} = 0</math>,  , the equation of motion is <math>\frac{10}{3}\ddot{\varepsilon} + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\right)\varepsilon = 0</math>.  
:For small amplitudes around <math>\theta_\text{eq} = 0</math>,  , the equation of motion is <math>\frac{10}{3}\ddot{\varepsilon} + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\right)\varepsilon = 0</math>.  
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:If the plate had been suspended from the fork so that axis 2 was the one with a large moment of inertia and axis 1 was the one with a low moment of inertia, the equation of motion would have been:
:If the plate had been suspended from the fork so that axis 2 was the one with a large moment of inertia and axis 1 was the one with a low moment of inertia, the equation of motion would have been:


:<math>(\I{large + low})\ddth + \left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\cth\right]\sth = 0</math>
[[File:D7-Ex1-6-neut.png|thumb|right|170px|link=]]
 
:<math>(\I{large} + \I{low})\ddth + \left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\cth\right]\sth = 0</math>


:If linearized around the configuration <math>\theta_\text{eq} = 0</math>:  
:If linearized around the configuration <math>\theta_\text{eq} = 0</math>:  


:<math>(\I{large + low})\ddot\varepsilon + \left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\right]\varepsilon = 0</math>
:<math>(\I{large} + \I{low})\ddot\varepsilon + \left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\right]\varepsilon = 0</math>


:For all values of <math>\Omega_0</math>, the coefficient <math>\left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\right]</math> is positive, hence the <math>\theta_\text{eq} = 0</math> configuration is always <span style="color:rgb(7,177,84);">'''STABLE'''</span>.
:For all values of <math>\Omega_0</math>, the coefficient <math>\left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\right]</math> is positive, hence the <math>\theta_\text{eq} = 0</math> configuration is always <span style="color:rgb(7,177,84);">'''STABLE'''</span>.


ANIMACIO
:ANIMACIO


::<span style="text-decoration: underline;">Roadmap for the motor torque</span>
:<span style="text-decoration: underline;">Roadmap for the motor torque</span>


:There are two options for calculating the motor torque: fork, fork + plate:
:There are two options for calculating the motor torque: fork, fork + plate:
 
[[File:D7-Ex1-7-eng.png|thumb|center|450px|link=]]
<math>\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:</math>10 constraint unk. + <math>\Gamma = </math> 11 unk.<math>\:\:\:\:\:\:\:\:\:\:\:\:\:</math> 5 constraint unk. + <math>\Gamma = </math> 6 unk.
[[File:D7-Ex1-8-neut.png|thumb|right|120px|link=]]
:The option (fork + plate) is the most suitable. The description of external interactions on this system is shown in the figure.
:The option (fork + plate) is the most suitable. The description of external interactions on this system is shown in the figure.


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:The six equations generated by applying the vector theorems to the rigid body allow the calculation of the 6 unknowns, while in the other option the number of unknowns exceeds the number of equations that can be generated. The external interactions on the piece are shown in the figure.
:The six equations generated by applying the vector theorems to the rigid body allow the calculation of the 6 unknowns, while in the other option the number of unknowns exceeds the number of equations that can be generated. The external interactions on the piece are shown in the figure.
:If the AMT is applied, all three components contain constraint unknowns. If the AMT is applied at <math>\Os</math>, the constrint force will not appear. Hence
:If the AMT is applied, all three components contain constraint unknowns. If the AMT is applied at <math>\Os</math>, the constraint force will not appear. Hence




Line 397: Line 411:




FALTA?
:In order to have an inertia tensor of constant terms, it is convenient to use the B vector basis fixed to the frame. Since we assumed that the movement corresponds only to the forced GL, that vector basis rotates relative  to the ground with angular velocity <math>\vec\Omega_0</math>.
:Per tal de tenir un tensor d’inèrcia de termes constants, és convenient treballar a la base B solidària a la plate. Ja que s’assumeix que el moviment només prové del GL forçat <math>\Omega_0</math>, és la base que gira amb <math>\Omega_0</math> respecte del terra.
 
:The qualitative analysis of the inertia tensor can be done by first considering the tensor of each bar at its center of inertia and then adding the <span style="text-decoration: underline;">[[D5. Geometria de masses#D5.4 Algunes propietats rellevants del tensor d’inèrcia|'''Steiner''']]</span> corrections to move to <math>\Os</math>:


[[File:D7-Ex2-4-neut.png|thumb|center|350px|link=]]
:<math>[\Is\Is(\Os)] = \mat{\Is}{+|\Is_{12}|}{0}{+|\Is_{12}|}{\Is}{0}{0}{0}{2\Is} + \mat{\Is}{-|\Is_{12}|}{0}{-|\Is_{12}|}{\Is}{0}{0}{0}{2\Is} + \ms\Ls^2\mat{9/2}{-3/2}{0}{-3/2}{1/2}{0}{0}{0}{5} + \ms\Ls^2\mat{1/2}{1/2}{0}{1/2}{1/2}{0}{0}{0}{1} = \mat{2\Is + 5\ms\Ls^2}{-\ms\Ls^2}{0}{-\ms\Ls^2}{2\Is + \ms\Ls^2}{0}{0}{0}{4\Is + 6\ms\Ls^2}</math>


:The qualitative analysis of the inertia tensor can be done by first considering the tensor of each bar at its center of inertia and then adding the Steiner (secció D5.4) corrections to move to <math>\Os</math>:
[[File:D7-Ex2-5-neut.png|thumb|right|150px|link=]]


:<math>[\Is\Is(\Os)] = \mat{\Is}{+|\Is_{12}|}{0}{+|\Is_{12}|}{\Is}{0}{0}{0}{2\Is} + \mat{\Is}{-|\Is_{12}|}{0}{-|\Is_{12}|}{\Is}{0}{0}{0}{2\Is} + \ms\Ls^2\mat{1/2}{-3/2}{0}{-3/2}{9/2}{0}{0}{0}{5} + \ms\Ls^2\mat{1/2}{1/2}{0}{1/2}{1/2}{0}{0}{0}{1} = \mat{2\Is + 5\ms\Ls^2}{-\ms\Ls^2}{0}{-\ms\Ls^2}{2\Is + \ms\Ls^2}{0}{0}{0}{4\Is + 6\ms\Ls^2}</math>


: Tenint en compte que <math>2\Is = \frac{1}{3}\ms\Ls^2 :</math> <math>[\Is\Is(\Os)] = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}</math>
: Taking into account that <math>2\Is = \frac{1}{3}\ms\Ls^2 :</math> <math>[\Is\Is(\Os)] = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}</math>


:<math>\{\vec{\Hs}_{\text{RTO}}(\Os)\} = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}\vector{0}{\Omega_0}{0} = \frac{1}{3}\ms\Ls^2\vector{-3\Omega_0}{4\Omega_0}{0}</math>
:<math>\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}\vector{0}{\Omega_0}{0} = \frac{1}{3}\ms\Ls^2\vector{-3\Omega_0}{4\Omega_0}{0}</math>




:El vector moment cinètic <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> és de valor constant i està contingut en el pla de la peça. Per tant, gira respecte del terra amb <math>\vec\Omega_0</math> i escombra una superfície cònica. La derivada de <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> prové d’aquest canvi de direcció:
:The angular momentum <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> has a constant value and is contained in the frame plane. Therefore, it rotates with <math>\vec\Omega_0</math> relative to the ground and sweeps a conical surface. The <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> time derivative of comes from this change in direction:


:<math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os) = \velang{H($\Os$)}{RTO}\times\vec{\Hs}_{\text{RTO}}(\Os) = (\Uparrow\Omega_0)\times[(\Leftarrow\ms\Ls^2\Omega_0) + (\Uparrow\I{large}\Omega_0)] = (\odot\ms\Ls^2\Omega_0^2)</math>
:<math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os) = \velang{H($\Os$)}{RTO}\times\vec{\Hs}_{\text{RTO}}(\Os) = (\Uparrow\Omega_0)\times[(\Leftarrow\ms\Ls^2\Omega_0) + (\Uparrow\I{large}\Omega_0)] = (\odot\ms\Ls^2\Omega_0^2)</math>


:La derivada també es pot fer de manera analítica:
:The time derivative can also be calculated analyically:


:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \{\velang{B}{RTO}\}\times\{\vec{\Hs}_{\text{RTO}}(\Os)\} = \vector{0}{\Omega_0}{0}\times\vector{-\ms\Ls^2\Omega_0}{\I{large}\Omega_0}{0} = \vector{0}{0}{\ms\Ls^2\Omega_0}</math>
:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \{\velang{B}{RTO}\}\times\{\vec{\Hs}_{\text{RTO}}(\Os)\} = \vector{0}{\Omega_0}{0}\times\vector{-\ms\Ls^2\Omega_0}{\I{large}\Omega_0}{0} = \vector{0}{0}{\ms\Ls^2\Omega_0}</math>


:L’únic moment respecte del punt <math>\Os</math> extern a la peça és el d’enllaç associat a l’articulació:
:The only moment about point <math>\Os</math> external to the rigid body is the constraint moment associated with the revolute joint:


:<math>\sum\vec{\Ms}_\text{ext}(\Os) = (\Rightarrow\Ms_1) + (\Uparrow\Ms_2)</math>.
:<math>\sum\vec{\Ms}_\text{ext}(\Os) = (\Rightarrow\Ms_1) + (\Uparrow\Ms_2)</math>.


:Cap d’aquestes dues components pot proporcionar la derivada de moment cinètic:
:None of those two componentes is consistent with the time derivative of the angular momentum:


:<math>(\Rightarrow\Ms_1) + (\Uparrow\Ms_2)\neq(\odot\ms\Ls^2\Omega_0^2)❗️❗️</math>
:<math>(\Rightarrow\Ms_1) + (\Uparrow\Ms_2)\neq(\odot\ms\Ls^2\Omega_0^2)❗️❗️</math>


:<span style="text-decoration: underline;">Conclusió</span>: el moviment que s’ha previst (sense que aparegui la rotació <math>\dth</math> de la peça respecte de la forquilla però mantenint <math>\Omega_0</math> constant) no és possible. La raó és la component horitzontal de <math>\vec{\Hs}_{\text{RTO}}(\Os)</math>, que és la que genera <math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\neq\vec 0</math>. Si <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> fos estrictament vertical (paral·lel a <math>\vec\Omega_0</math>), llavors <math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os)=\vec 0</math>, i l’aplicació del TMC  conduiria a valor nul de les dues components de moment <math>\Ms_1 = \Ms_2 = 0</math>. En altres paraules: si la direcció de la velocitat angular fos una <span style="text-decoration: underline;">[[D5. Geometria de masses#D5.3 Eixos principals d'inèrcia|'''direcció principal d’inèrcia''']]</span> per al punt <math>\Os</math>, mantenir-la constant seria possible sense necessitat de moment extern.
:<span style="text-decoration: underline;">Conclusion</span>: the motion that we were looking for (without the rotation <math>\dth</math> of the frame relative to the fork but keeping a constant <math>\Omega_0</math>) is not possible. The reason is the <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> horizontal component, which is the one that generates  <math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\neq\vec 0</math>. If <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> were strictly vertical (parallel to<math>\vec\Omega_0</math>), then <math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os)=\vec 0</math>, and the application of the AMT would lead to zero value of the two moment components <math>\Ms_1 = \Ms_2 = 0</math>. In other words: if the direction of the angular velocity were a <span style="text-decoration: underline;">[[D5. Geometria de masses#D5.3 Eixos principals d'inèrcia|''' principal direction of inertia''']]</span> for point <math>\Os</math>, keeping it constant would be possible without the need for an external moment.
 
:Constant vertical rotation <math>\Omega_0</math> can be achieved by applying a force on the frame that generates the required moment. For example, the following forces could be applied with a single finger:
[[File:D7-Ex2-7-neut.png|thumb|center|350px|link=]]


:Es pot aconseguir la rotació vertical constant  <math>\Omega_0</math> si s’aplica una força sobre la peça que generi el moment que es requereix. Per exemple, amb un sol dit es podrien aplicar les forces:


:El valor de les dues forces és diferent, però el sentit del moment que fan respecte del punt <math>\Os</math> és el mateix.
:The value of the two forces is different, but the direction of the moment they exert about <math>\Os</math> is the same.


:Mentre el dit introdueixi una d’aquestes forces, la <math>\Omega_0</math>  es manté constant sense que canviï l’orientació de la peça respecte del pla horitzontal (sense que aparegui <math>\dth</math>). Pel <span style="text-decoration: underline;">[[D1. Lleis fundacionals de la mecànica newtoniana#D1.6 Tercera llei de Newton (principi d’acció i reacció)|'''principi d’acció i reacció''']]</span>, la peça exerceix sobre el dit la mateixa força però amb sentit oposat (és a dir, la peça “recolza” sobre l dit). Si en algun moment s’enretira el dit, la peça es queda sense recolzament i es desvia de l’orientació inicial en sentit horari:
:As long as the finger introduces one of these forces, <math>\Omega_0</math>  remains constant without changing the frame orientation relative to the horizontal plane (without the appearance of <math>\dth</math>). According to the <span style="text-decoration: underline;">[[D1. Lleis fundacionals de la mecànica newtoniana#D1.6 Tercera llei de Newton (principi d’acció i reacció)|'''principle of action and reaction''']]</span>, the frame exerts on the finger the same force but in opposite direction (that is, the frame “rests” on the finger). If at any time the finger is removed, the frame is left without support and deviates from its initial orientation in a clockwise direction:
[[File:D7-Ex2-8-neut.png|thumb|center|400px|link=]]
 
ANIMACIONS
<div>
<div>
=====ALTERNATIVA=====
=====ALTERNATIVE=====
 
:[[File:D7-Ex2-9-neut.png|thumb|left|150px|link=]]


:FOTO<br>


:El sentit inicial de la desviació es pot investigar a partir de l’equació del moviment per a la coordenada <math>\theta</math>, que es pot trobar amb el <math>\boxed{\text{Full de ruta: SISTEMA (peça), TMC a }\Os]_3]}</math>:
:The initial direction of the deflection can be investigated from the equation of motion for the  <math>\theta</math> coordinate, which can be found with the <math>\boxed{\text{Roadmap: SYSTEM (rigid body), AMT at}\Os]_3}</math>:


:<math>\left\{\vec{\Hs}_\text{RTO}(\Os)\right\} = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}\vector{-\Omega_0\sth}{\Omega_0\cth}{-\dth}</math>
:<math>\left\{\vec{\Hs}_\text{RTO}(\Os)\right\} = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}\vector{-\Omega_0\sth}{\Omega_0\cth}{-\dth}</math>
Line 447: Line 469:
:<math>\left.\sum\vec{\Ms}_\text{ext}(\Os)\right]_3 = \ms\gs\sqrt{2}\Ls\sth</math>.
:<math>\left.\sum\vec{\Ms}_\text{ext}(\Os)\right]_3 = \ms\gs\sqrt{2}\Ls\sth</math>.


:L’equació del moviment és:
:The equation of motion is:


:<math>\frac{20}{3}\ddth - \Omega_0^2[2\text{sin}(2\theta) + \text{cos}(2\theta)] + \frac{\gs}{\Ls}\sqrt{2}\sth = 0</math>
:<math>\frac{20}{3}\ddth - \Omega_0^2\:[2\text{sin}(2\theta) + \text{cos}(2\theta)] + \frac{\gs}{\Ls}\sqrt{2}\sth = 0</math>


:Les configuracions d’equilibri <math>(\ddth_{eq} = 0)</math> són les solucions de l’equació trascendent:
:The equilibrium configurations  <math>(\ddth_{eq} = 0)</math> are the solutions of the transcendental equation:


:<math>\Omega_0^2[2\text{sin}(2\theta_\text{eq}) + \text{cos}(2\theta_\text{eq})] = \frac{\gs}{\Ls}\sqrt{2}\text{sin}\theta_\text{eq}</math>, i està clar que, si <math>\Omega_0\neq 0</math>, <math>\theta_\text{eq} = 0</math> no és una d’elles.  
:<math>\Omega_0^2\:[2\text{sin}(2\theta_\text{eq}) + \text{cos}(2\theta_\text{eq})] = \frac{\gs}{\Ls}\sqrt{2}\text{sin}\theta_\text{eq}</math>, and it is evident that, if <math>\Omega_0\neq 0</math>, <math>\theta_\text{eq} = 0</math> is not one of them.


:Les condicions inicials són: <math>\theta(\ts=0) = 0</math>, <math>\dth(\ts=0) = 0</math>. Substituint a l’equació del moviment, es pot determinar l’acceleració inicial <math>\ddth(\ts=0)</math>:
:The initial conditions are: <math>\theta(\ts=0) = 0</math>, <math>\dth\:(\ts=0) = 0</math>. Substituting them into the equation of motion, the initial acceleration <math>\ddth\:(\ts=0)</math> can be determined:


:<math>\frac{20}{3}\ddth(\ts=0) - \Omega_0^2 = 0\Rightarrow\ddth(\ts=0) = \frac{3}{20}\Omega_0^2>0</math>.
:<math>\frac{20}{3}\ddth\:(\ts=0) - \Omega_0^2 = 0\Rightarrow\ddth\:(\ts=0) = \frac{3}{20}\Omega_0^2>0</math>.


:El fet que <math>\ddth(\ts=0)>0</math> indica que té el mateix sentit que la desviació <math>\theta</math> que s’ha representat a la figura anterior. Apareix, per tant, una rotació horària.
:The fact that <math>\ddth\:(\ts=0)>0</math> indicates that it has the same direction as the deviation <math>\theta</math> that has been represented in the previous figure. Therefore, a clockwise rotation appears.


</div>
</div>
</small>
</small>


====✏️ Exemple D7.3: peça giratòria amb partícules====
====✏️ EXAMPLE D7.3: rotating frame with particles====
-----
-----
:<small>
:<small>
:El sistema consta d’un marc sense massa i de dues partícules idèntiques solidàries al marc. La peça està articulada a una forquilla de massa negligible que gira amb velocitat angular constant  <math>\Omega_0</math> respecte del terra sota l’acció d’un motor. L’articulació entre peça  forquilla permet un GL lliure (rotació <math>\dth</math> d’eix ortogonal a la peça), però <span style="text-decoration: underline;">es tracta d’investigar si és possible que aquest moviment no aparegui (per tant, investigar si l’equació del moviment de la coordenada <math>\theta</math> pot ser simplement <math>\ddth = 0</math> i que la rotació <math>\Omega_0</math> es mantingui constant</span>.
:[[File:D7-Ex3-1-eng.png|thumb|left|150px|link=]]
:The system consists of a massless frame and two identical particles attached to it. The frame is articulated to a massless fork which rotates with constant angular velocity <math>\Omega_0</math> relative to the ground under the action of a motor. The articulation between the frame and the fork allows a free DoF (<math>\dth</math> rotation with axis orthogonal to the frame), and <span style="text-decoration: underline;">we want to investigate whether it is possible for this movement not to occur (therefore, investigating whether the equation of the <math>\theta</math> coordinate movement can be simply <math>\ddth = 0</math> and that the <math>\Omega_0</math> rotation remains constant.</span>.
 
:<span style="text-decoration: underline;">General diagram of interactions</span>
 
:It is the same kind of system as in <span style="text-decoration: underline;">[[D7. Examples of 3D dynamics#✏️ EXAMPLE D7.2: rotating bars|'''example D7.2''']]</span>: it has 2 DoF (forces <math>\Omega_0</math>, free <math>\dth</math>) with 10 constraint unknowns. The number of equations that can be generated if the vector theorems are applied to the two rigid bodies is 12: it is a determinate problem.


:<span style="text-decoration: underline;">Diagrama general d’interaccions</span>
:<span style="text-decoration: underline;">Roadmap for the equation of motion</span>
:The rigid body (frame + particles) is the only element whose movement would depend on <math>\dth</math>. Therefore, the systems in which <math>\ddth</math>  would appear in the application of the vector theorems are: rigid body, rigid body + fork. As in <span style="text-decoration: underline;">[[D7. Examples of 3D dynamics#✏️ EXAMPLE D7.2: rotating bars|'''example D7.2''']]</span>, a suitable roadmap is: 


:És un sistema del mateix tipus que el de l’<span style="text-decoration: underline;">[[D7. Exemples de dinàmica 3D#EXEMPLE D7.2: barres giratòries|'''exemple D7.2''']]</span>: té dos GL (<math>\Omega_0</math> forçat, <math>\dth</math> lliure) amb 10 incògnites d’enllaç. El nombre d’equacions que es poden generar aplicant els teoremes vectorials als dos sòlids és 12: és un problema determinat.
[[File:D7-Ex3-2-neut.png|thumb|right|150px|link=]]


:<math>\boxed{\text{Roadmap: SYSTEM (rigid body), AMT at }\Os}</math>


:<span style="text-decoration: underline;">Full de ruta per a l’equació del moviment</span>
:AMT at <math>\Os:\:\sum\vec{\Ms}_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os) </math>
:La peça és l’únic element el moviment del qual dependria de <math>\dth</math>. Per tant, els sistemes possibles en els quals apareixeria <math>\ddth</math> en l’aplicació dels teoremes vectorials són: peça, peça + forquilla. Com en de l’<span style="text-decoration: underline;">[[D7. Exemples de dinàmica 3D#EXEMPLE D7.2: barres giratòries|'''exemple D7.2''']]</span>, el full de ruta adequat és:   
:<math>\Os\in</math> rigid body:  <math>\vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{r.body}{RTO = E} = \Is\Is(\Os)(\Uparrow\Omega_0)</math>


:<math>\boxed{\text{Full de ruta: SISTEMA (peça), TMC a }\Os}</math>
[[File:D7-Ex3-3-neut.png|thumb|right|150px|link=]]
:The inertia tensor in the B vector basis fixed to the frame is straightforward:


:TMC a <math>\Os:\:\sum\vec{\Ms}_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os) </math>
:<math>[\Is\Is(\Os)] = [\Is\Is^\text{up. part.}(\Os)] + [\Is\Is^\text{low. part.}(\Os)] = \ms\Ls^2\left(\mat{0}{0}{0}{0}{1}{0}{0}{0}{1} + (\mat{4}{2}{0}{2}{1}{0}{0}{0}{5}\right)</math>
:<math>\Os\in</math> peça <math>\vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{peça}{RTO = T} = \Is\Is(\Os)(\Uparrow\Omega_0)</math>
:<math>\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = 2\ms\Ls^2 \mat{2}{1}{0}{1}{1}{0}{0}{0}{3}\vector{0}{\Omega_0}{0} = 2\ms\Ls^2\Omega_0\vector{1}{1}{0}</math>


:El tensor d’inèrcia en la base B solidària a la peça és immediat:


:<math>[\Is\Is(\Os)] = [\Is\Is^\text{part. sup.}(\Os)] + [\Is\Is^\text{part. inf.}(\Os)] = \ms\Ls^2\left(\mat{0}{0}{0}{0}{1}{0}{0}{0}{1} + (\mat{4}{2}{0}{2}{1}{0}{0}{0}{5}\right)</math>
:The angular momentum <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> has constant value, is contained in the frame plane, and rotates relative to the ground with <math>\vec\Omega_0</math> while sweeping a conical surface. The <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> time derivative comes from this change of direction:
:<math>\{\vec{\Hs}_{\text{RTO}}(\Os)\} = 2\ms\Ls^2 \mat{2}{1}{0}{1}{1}{0}{0}{0}{3}\vector{0}{\Omega_0}{0} = 2\ms\Ls^2\Omega_0\vector{1}{1}{0}</math>




:El vector moment cinètic <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> és de valor constant, està contingut en el pla de la peça, i gira respecte del terra amb <math>\vec\Omega_0</math> tot escombrant una superfície cònica. La derivada de <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> prové d’aquest canvi de direcció:


:<math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os) = \velang{H($\Os$)}{RTO}\times\vec{\Hs}_{\text{RTO}}(\Os) = (\Uparrow\Omega_0)\times[(\Rightarrow2\ms\Ls^2\Omega_0) + (\Uparrow\ms\Ls^2\Omega_0)] = (\otimes 2\ms\Ls^2\Omega_0^2)</math>
:<math>\dot{\vec{\Hs}}_{\text{RTO}}(\Os) = \velang{H($\Os$)}{RTO}\times\vec{\Hs}_{\text{RTO}}(\Os) = (\Uparrow\Omega_0)\times[(\Rightarrow2\ms\Ls^2\Omega_0) + (\Uparrow\ms\Ls^2\Omega_0)] = (\otimes 2\ms\Ls^2\Omega_0^2)</math>
[[File:D7-Ex3-4-neut.png|thumb|right|150px|link=]]
:The time derivative can also be obtained analytically:
:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \left\{ \velang{B}{RTO}\right\}\times\left\{ \vec{\Hs}_{\text{RTO}}(\Os)\right\} = \vector{0}{\Omega_0}{0}\times 2\ms\Ls^2\Omega_0\vector{1}{1}{0} = \vector{0}{0}{-2\ms\Ls^2\Omega_0^2}</math>
:The inertia center of the rigid body is located on the vertical line through <math>\Os</math>, and therefore the only moment about point <math>\Os</math> external to the rigid body is the constaint moment associated with the revolute joint:


:La derivada també es pot fer de manera analítica:


:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \left\{ \velang{B}{RTO}\right\}\times\left\{ \vec{\Hs}_{\text{RTO}}(\Os)\right\} = \vector{0}{\Omega_0}{0}\times 2\ms\Ls^2\Omega_0\vector{1}{1}{0} = \vector{0}{0}{-2\ms\Ls^2\Omega_0^2}</math>


:El centre d’inèrcia de la peça es troba a la vertical que passa per <math>\Os</math>, i per tant l’únic moment respecte del punt <math>\Os</math> extern a la peça és el d’enllaç associat a l’articulació:


:<math>\sum\vec\Ms_\text{ext}(\Os) = (\Rightarrow\Ms_1) + (\Uparrow\Ms_2)</math>
:<math>\sum\vec\Ms_\text{ext}(\Os) = (\Rightarrow\Ms_1) + (\Uparrow\Ms_2)</math>


:Cap d’aquestes dues components pot proporcionar la derivada de moment cinètic:
:Neither of these two components can provide the time derivative of the angular momentum:  


:<math>(\Rightarrow\Ms_1) + (\Uparrow\Ms_2)\neq(\otimes 2\ms\Ls^2\Omega_0^2)</math>
:<math>(\Rightarrow\Ms_1) + (\Uparrow\Ms_2)\neq(\otimes 2\ms\Ls^2\Omega_0^2)</math>


:Com a l’<span style="text-decoration: underline;">[[D7. Exemples de dinàmica 3D#✏️ EXEMPLE D7.2: barres giratòries|'''exemple D7.2''']]</span>, el moviment que s’ha previst (sense que aparegui la rotació  <math>\dth</math> de la peça respecte de la forquilla però mantenint <math>\Omega_0</math> constant) no és possible perquè la direcció de la velocitat angular no és una <span style="text-decoration: underline;">[[D5. Geometria de masses#D5.3 Eixos principals d'inèrcia|'''direcció principal d’inèrcia''']]</span>.
:As in <span style="text-decoration: underline;">[[D7. Examples of 3D dynamics#EXAMPLE D7.2: rotating bars|'''example D7.2''']]</span>, the intended motion (without rotation of the frame relative to the fork but keeping <math>\Omega_0</math> constant) is not possible because the direction of the angular velocity is not a <span style="text-decoration: underline;">[[D5. Geometria de masses#D5.3 Eixos principals d'inèrcia|'''principal direction of inertia''']]</span>.


:Es pot aconseguir la rotació vertical constant <math>\Omega_0</math> si s’aplica una força sobre la peça que generi el moment que es requereix. Per exemple, amb un sol dit es podrien aplicar les forces:  
:Constant vertical rotation <math>\Omega_0</math> can be achieved by applying a force to the frame that generates the required moment. For example, the following forces could be applied with just a finger:


[[File:D7-Ex3-5-neut.png|thumb|center|350px|link=]]


:El valor de les dues forces és diferent, però el sentit del moment que fan respecte del punt <math>\Os</math> és el mateix.
:The values of the two forces are different, but the direction of the moment they generate about <math>\Os</math> is the same.


:Mentre s’introdueix una d’aquestes forces, la <math>\Omega_0</math> es manté constant sense que canviï l’orientació de la peça respecte del pla horitzontal. Pel <span style="text-decoration: underline;">[[D1. Lleis fundacionals de la mecànica newtoniana#D1.6 Tercera llei de Newton (principi d’acció i reacció)|'''principi d’acció i reacció''']]</span>, la peça exerceix sobre el dit la mateixa força però amb sentit oposat (és a dir, la peça “recolza” sobre l dit). Si en algun moment s’enretira el dit, la peça es queda sense recolzament i es desvia de l’orientació inicial en sentit antihorari:
:While one of these forces is introduced, <math>\Omega_0</math> remains constant without changing the orientation of the frame relative to the horizontal plane. By the <span style="text-decoration: underline;">[[D1. Lleis fundacionals de la mecànica newtoniana#D1.6 Tercera llei de Newton (principi d’acció i reacció)|'''principle of action and reaction''']]</span>, the frame exerts the same force on the finger but in the opposite direction (i.e., the frame “rests” on the finger). If at any time the finger is removed, the frame is left without support and deviates from its initial orientation in a counterclockwise direction:
 
[[File:D7-Ex3-6-neut.png|thumb|center|400px|link=]]


ANIMACIONS
ANIMACIONS


<div>
<div>
=====ALTERNATIVA=====
=====ALTERNATIVE=====
:El sentit inicial de la desviació es pot investigar a partir de l’equació del moviment per a la coordenada  , que es pot trobar d’acord amb el full de ruta següent: <math>\boxed{\text{Full de ruta: SISTEMA (peça), TMC a } \left.\Os\right]_3}</math>:
:[[File:D7-Ex3-7-neut.png|thumb|left|150px|link=]]
:The initial direction of the deviation can be investigated from the equation of motion for the <math>\theta</math> coordinate , which can be found according to the following roadmap: <math>\boxed{\text{Roadmap: SYSTEM (rigid body), AMT at } \left.\Os\right]_3}</math>:


:<math>\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = 2\ms\Ls^2\mat{2}{1}{0}{1}{1}{0}{0}{0}{3}\vector{\Omega_0\sth}{\Omega_0\cth}{\dth} = 2\ms\Ls^2\vector{\Omega_0(2\sth + \cth)}{\Omega_0(\sth + \cth)}{3\dth}</math>
:<math>\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = 2\ms\Ls^2\mat{2}{1}{0}{1}{1}{0}{0}{0}{3}\vector{\Omega_0\sth}{\Omega_0\cth}{\dth} = 2\ms\Ls^2\vector{\Omega_0(2\sth + \cth)}{\Omega_0(\sth + \cth)}{3\dth}</math>
Line 525: Line 559:
:<math>\left.\sum\vec\Ms_\text{ext}(\Os)\right]_3 = -2\ms\gs\Ls\sth</math>
:<math>\left.\sum\vec\Ms_\text{ext}(\Os)\right]_3 = -2\ms\gs\Ls\sth</math>


:L’equació del moviment és:
:The equation of motion is:
:<math>3\ddth - \Omega_0^2\left[2\text{cos}(2\theta) + \frac{1}{2}\text{sin}(2\theta)\right] + \frac{\gs}{\Ls}\sth = 0</math>
:<math>3\ddth - \Omega_0^2\left[\text{cos}(2\theta) + \frac{1}{2}\text{sin}(2\theta)\right] + \frac{\gs}{\Ls}\sth = 0</math>


:Les configuracions d’equiibri <math>(\ddth_{\es\qs} = 0)</math> són les solucions de l’equació transcendent:
:The equilibrium configurations <math>(\ddth_{\es\qs} = 0)</math> are the solutions of the transcendent equation:


:<math>\Omega_0^2\left[2\text{cos}(2\theta_{\es\qs}) + \frac{1}{2}\text{sin}(2\theta_{\es\qs})\right] = \frac{\gs}{\Ls}\text{sin}\theta_{\es\qs}</math>, i és evident que <math>\theta = 0</math> no és una solució, i que per tant la peça necessàriament adquirirà moviment pendular.
:<math>\Omega_0^2\left[\text{cos}(2\theta_{\es\qs}) + \frac{1}{2}\text{sin}(2\theta_{\es\qs})\right] = \frac{\gs}{\Ls}\text{sin}\theta_{\es\qs}</math>, and it is evident that <math>\theta = 0</math> is not a solution, and that therefore the frame will necessarily acquire a pendulum motion.


:Les condicions inicials són: <math>\theta(\ts=0) = 0</math>, <math>\dth(\ts=0) = 0</math>. Substituint a l’equació del moviment, es pot determinar l’acceleració inicial <math>\ddth(\ts=0)</math>:
:The initial conditions are: <math>\theta(\ts=0) = 0</math>, <math>\dth\:(\ts=0) = 0</math>. Substituting those values into the equation of motion, the initial acceleration <math>\ddth\:(\ts=0)</math> can be determined:


:<math>3\ddth(\ts=0) - \Omega_0^2 = 0\Rightarrow\ddth(\ts=0) = \frac{1}{3}\Omega_0^2>0</math>
:<math>3\ddth\:(\ts=0) - \Omega_0^2 = 0\Rightarrow\ddth\:(\ts=0) = \frac{1}{3}\Omega_0^2>0</math>


:El fet que <math>\ddth(\ts=0)>0</math> indica que té el mateix sentit que la desviació <math>\theta</math> que s’ha representat a la figura anterior. Apareix, per tant, una rotació antihorària.
:The fact that <math>\ddth\:(\ts=0)>0</math> indicates that it has the same direction as the <math>\theta</math> deviation that has been shown in the previous figure. Hence, a counterclockwise rotation appears.
 
ANIMATIONS
</div>
</div>


</small>
</small>


====✏️ EXEMPLE D7.4: bola giratòria====
====✏️ EXAMPLE D7.4: rotating ball====
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:<small>
:<small>
:La bola, de massa m i radi r, manté un contacte puntual sense lliscament amb el terra i està articulada a un braç horitzontal. El braç està articulat a una forquilla que gira amb velocitat angular constant sota l’acció d’un motor. Braç i forquilla tenen massa negligible. El coeficient de fricció en direcció radial entre bola i terra és nul <math>(\mu_\text{rad} = 0)</math>. <span style="text-decoration: underline;">Es tracta d’investigar si la rotació <math>\Omega_0</math> pot provocar a pèrdua de contacte entre bola i terra</span>.
:[[File:D7-Ex4-1-eng.png|thumb|left|200px|link=]]


:<span style="text-decoration: underline;">Descripció cinemàtica</span>
:The ball, with mass m and radius r, keeps a single-point contact with the ground without sliding, and is articulated to a horizontal arm. The arm is articulated to a fork that rotates with constant angular velocity under the action of a motor. The arm and fork have negligible mass. The coefficient of friction in the radial direction between the ball and the ground is zero <math>(\mu_\text{rad} = 0)</math>. The aim is to <span style="text-decoration: underline;">investigate whether rotation <math>\Omega_0</math> can cause the loss of contact between the ball and the ground</span>.
:L’<span style="text-decoration: underline;">[[C4. Cinemàtica del sòlid rígid#C4.3 Geometria de la distribució de velocitats: Eix Instantani de Rotació i Lliscament (EIRL)|'''EIRL''']]</span> de la bola respecte del terra és la recta <math>\Os\Js</math>, i la velocitat angular es pot descompondre en dues rotacions d’Euler:


:<span style="text-decoration: underline;">Kinematic description </span>
: The <span style="text-decoration: underline;">[[C4. Rigid body kinematics#C4.3 Geometry of the velocity distribution: Instantaneous Screw Axis (ISA)|'''ISA''']]</span> of the ball relative to the ground is the straight line  <math>\Os\Js</math>, and the angular velocity can be decomposed into two Euler rotations:
[[File:D7-Ex4-2-eng.png|thumb|center|400px|link=]]


:<span style="text-decoration: underline;">Diagrama general d’interaccions</span>
:<span style="text-decoration: underline;">General diagram of interactions </span>
:És un sistema d’un GL amb 17 incògnites d’enllaç. En contenir 3 sòlids rígids, es tracta d’un problema determinat:
:[[File:D7-Ex4-3-eng.png|thumb|left|200px|link=]]
:t is a system with one DoF and 17 constraint unknowns. As it consists of three rigid bodies, it is a determinate problem:


:(17 inc. d'enllaç, 1GL)<math>\Rightarrow</math> 18 incògnites<br>
:(17 constraint unk., 1DoF)<math>\Rightarrow</math> 18 unknowns<br>
:3 sòlids rígids <math>\times\frac{6\text{ eqs.}}{\text{sòlid}}</math>= 18 equacions
:3 rigid bodies <math>\times\frac{6\text{ eqs.}}{\text{r. body}}</math>= 18 equations


:La descripció del sistema es pot alleugerir si es tracta el braç com a <span style="text-decoration: underline;">[[D3. Interaccions entre sòlids rígids#D3.5 Interaccions d’enllaç indirectes: Sòlids Auxiliars d’Enllaç|'''SAE''']]</span>, doncs no te massa i només està sotmès a interaccions d’enllaç:
:The description of the system can be simplified by treating the arm as <span style="text-decoration: underline;">[[D3. Interaccions entre sòlids rígids#D3.5 Interaccions d’enllaç indirectes: Sòlids Auxiliars d’Enllaç|'''CAE''']]</span>, since it has no mass and it only undergoes constraint interactions:  


:El nombre d’incògnites d’enllaç associat a l’enllaç indirecte entre bola i forquilla per mitjà del braç és 4, ja que la bola té dues rotacions independents <math>(\Omega_3,\Omega_1)</math> respecte de la forquilla. El problema segueix sent determinat:
[[File:D7-Ex4-4-eng.png|thumb|center|400px|link=]]


:(11 inc. d'enllaç, 1GL)<math>\Rightarrow</math> 12 incògnites<br>
:The number of constraint unknowns associated with the indirect constraint between ball and fork through the arm is 4, since the ball has two independent rotations <math>(\Omega_3,\Omega_1)</math> relative to the fork. The problem remains determinate:  
:2 sòlids rígids <math>\times\frac{6\text{ eqs.}}{\text{sòlid}}</math> = 12 equacions


:<span style="text-decoration: underline;">Full de ruta per estudiar la pèrdua de contacte</span>
:(11 constraint unk., 1DoF)<math>\Rightarrow</math> 12 unknowns<br>
:La pèrdua de contacte implica la supressió de l’enllaç entre bola i terra, per tant l’anul·lació de la força normal N que el terra exerceix sobre la bola. Els dos sistemes als quals es poden aplicar els teoremes vectorials per calcular la N són: bola, bola + braç + forquilla.
:2 rigid bodies <math>\times\frac{6\text{ eqs.}}{\text{r. body}}</math> = 12 equations


:<span style="text-decoration: underline;">Roadmap to study contact loss</span>
:Contact loss implies the suppression of the constaint between the ball and the ground, therefore the cancellation of the normal force N that the ground exerts on the ball. The two systems to which the vector theorems can be applied to calculate N are: ball, ball + (arm) + fork.


:La millor opció és aplicar teoremes vectorials a la bola, doncs el nombre d’incògnites és igual al nombre d’equacions que es poden generar. Les interaccions externes sobre la bola són:
[[File:D7-Ex4-5-eng.png|thumb|center|450px|link=]]


:[[File:D7-Ex4-6-neut.png|thumb|left|200px|link=]]


:Si s’aplica el TMC a <math>\Os</math>, les forces d’enllaç associades a l’articulació amb la forquilla no apareixeran, i els únics moments en direcció perpendicular al dibuix estaran associats al pes i a la N. Per tant:
:The best option is to apply the vector theorems to the ball, since the number of unknowns is equal to the number of equations that can be generated. The external interactions on the ball are:  
:<math>\boxed{\text{Full de ruta: SISTEMA (bola), TMC a } \Os]_{\perp\text{ al dibuix}}}</math>
 
:El moment cinètic <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> es pot calcular a partir del tensor d’inèrcia a <math>\Os</math> (ja que <math>\Os</math> és un punt fix a la bola) per descomposició baricèntrica. En aquest últim cas, ja que la bola és rotor esfèric a <math>\Gs</math>, <math>\vec{\Hs}_{\text{RTO}}(\Gs)</math> és paral·lel a la velocitat angular de la bola:




:If the AMT is applied at <math>\Os</math>, the constraint forces associated with the revolute joint between arm and fork will not appear, and the only moments in the direction perpendicular to the drawing will be associated with the weight and N. Therefore
:<math>\boxed{\text{Roadmap: SYSTEM (ball), AMT at } \Os]_{\perp\text{ drawing}}}</math>


:The angular momentum <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> can be calculated from the inertia tensor at <math>\Os</math> (since <math>\Os</math> is fixed to the ball) or through barycentric decomposition. In the latter case, since the ball is a spherical rotor at <math>\Gs</math>, <math>\vec{\Hs}_{\text{RTO}}(\Gs)</math> is parallel to the angular velocity of the ball:


:[[File:D7-Ex4-7-eng.png|thumb|left|200px|link=]]
:<math>\begin{aligned}
:<math>\begin{aligned}
\vec{\Hs}_{\text{RTO}}(\Os) &= \vec{\Hs}_{\text{RTG}}(\Gs) + \OGvec\times\ms\vel{G}{RTO} =\\
\vec{\Hs}_{\text{RTO}}(\Os) &= \vec{\Hs}_{\text{RTG}}(\Gs) + \OGvec\times\ms\vel{G}{RTO} =\\
&= \left(\Uparrow\frac{2}{5}\ms\rs^2\Omega_0\right) + \left(\Leftarrow\frac{2}{5}\ms\rs\Omega_0\right) + (\rightarrow\Ls)\times(\otimes\ms\Ls\Omega_0)=\\
&= \left(\Uparrow\frac{2}{5}\ms\rs^2\Omega_0\right) + \left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right) + (\rightarrow\Ls)\times(\otimes\ms\Ls\Omega_0)=\\
&=\left[\Uparrow\ms\left(\frac{2}{5}\rs^2 + \Ls^2\right)\Omega_0\right] + \left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right)
&=\left[\Uparrow\ms\left(\frac{2}{5}\rs^2 + \Ls^2\right)\Omega_0\right] + \left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right)
\end{aligned} </math>
\end{aligned} </math>


:Les dues components són constats en valor, però la component horitzontal canvia de direcció per causa de la rotació vertical <math>\vec{\Omega_0}</math>:
:The two components are constant in value, but the horizontal component changes direction due to the vertical rotation<math>\vec{\Omega_0}</math>:


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\dot{\vec{\Hs}_{\text{RTO}}(\Os)} = (\Uparrow\Omega_0)\times\left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right) = \left(\odot\frac{2}{5}\ms\rs\Ls\Omega_0^2\right)\\
\dot{\vec{\Hs}_{\text{RTO}}(\Os)} = (\Uparrow\Omega_0)\times\left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right) = \left(\odot\frac{2}{5}\ms\rs\Ls\Omega_0^2\right)\\
\left.\sum\vec{\Ms}_\text{ext}(\Os)\right]_{\perp\text{al dibuix}} = (\odot\Ns\Ls)+(\otimes\ms\gs\Ls) = [\odot(\Ns-\ms\gs)\Ls]
\left.\sum\vec{\Ms}_\text{ext}(\Os)\right]_{\perp\text{drawing}} = (\odot\Ns\Ls)+(\otimes\ms\gs\Ls) = [\odot(\Ns-\ms\gs)\Ls]
\end{aligned}\right\}\Rightarrow \boxed{\Ns = \ms\left(g+\frac{2}{5}\rs\Omega_0\right)} </math>
\end{aligned}\right\}\Rightarrow \boxed{\Ns = \ms\left(g+\frac{2}{5}\rs\Omega_0^2\right)} </math>
<math></math>
:The normal force increases with the angular velocity, hence contact with the ground is always maintained.


:La força normal augmenta amb la velocitat angular, i per tant el contacte amb el terra es manté sempre.
:<span style="text-decoration: underline;">Alternative:</span>


:<span style="text-decoration: underline;">Alternativa:</span>
:If the <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> calculation is done from <math>\Is\Is(\Os)</math> and the time derivative is done analytically:


:Si el càlcul de <math>\vec{\Hs}_{\text{RTO}}(\Os)</math> es fa a partir de <math>\Is\Is(\Os)</math> i la derivada es fa de manera analítica:
:<math>\vec{\Hs}_{\text{RTO}}(\Os) = ([\Is\Is(\Gs)]+[\Is\Is^\oplus(\Os)])\velang{ball}{RTO=E}</math>


:<math>\vec{\Hs}_{\text{RTO}}(\Os) = ([\Is\Is(\Gs)]+[\Is\Is^\oplus(\Os)])\velang{bola}{RTO=T}</math>
:<math>\begin{aligned}\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} &= \left(\frac{2}{5}\ms\rs^2\mat{1}{0}{0}{0}{1}{0}{0}{0}{1} + \ms\Ls^2\mat{0}{0}{0}{0}{1}{0}{0}{0}{1}\right)\vector{(\Ls/\rs)\Omega_0}{\Omega_0}{0}=\ms\Omega_0\vector{(2/5)\rs\Ls}{(2/5)\rs^2+\Ls^2}{0}
\end{aligned}</math>


:<math>\begin{aligned}{\vec{\Hs}_{\text{RTO}}(\Os)} &= \left(\frac{2}{5}\ms\rs^2\mat{1}{0}{0}{0}{1}{0}{0}{0}{1} + \ms\Ls^2\mat{0}{0}{0}{0}{1}{0}{0}{0}{1}\right)\vector{(\Ls/\rs)\Omega_0}{\Omega_0}{0}=\\
&=\ms\Omega_0\vector{(2/5)\rs\Ls}{(2/5)\rs^2+\Ls^2}{0}
\end{aligned}</math>




:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \vector{0}{\Omega_0}{0}\times\ms\Omega_0\vector{(2/5)\rs\Ls}{(2/5)\rs\Ls}{(2/5)\rs^2+\Ls^2}{0} = \vector{0}{0}{-\ms\Ls\Omega_0^2}\\
\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \vector{0}{\Omega_0}{0}\times\ms\Omega_0\vector{(2/5)\rs\Ls}{(2/5)\rs^2 +\Ls^2}{0} = \vector{0}{0}{-\ms\Ls\Omega_0^2}\\
\left\{\sum\vec{\Ms}_\text{ext}(\Os)\right\} = \vector{\Ms_1}{\Ms_2}{0} + \vector{0}{0}{\ms\gs\Ls} + \vector{-\Ts\rs}{\Ts\Ls}{-\Ns\Ls}
\left\{\sum\vec{\Ms}_\text{ext}(\Os)\right\} = \vector{\Ms_1}{\Ms_2}{0} + \vector{0}{0}{\ms\gs\Ls} + \vector{-\Ts\rs}{\Ts\Ls}{-\Ns\Ls}
\end{aligned}\right\}\Rightarrow \boxed{\Ns = \ms\left(g+\rs\Omega_0^2\right)} </math>
\end{aligned}\right\}\Rightarrow \boxed{\Ns = \ms\left(g+\rs\Omega_0^2\right)} </math>
Line 612: Line 654:
</small>
</small>


====✏️ EXEMPLE D7.5: anella giratòria====
====✏️ EXAMPLE D7.5: rotating ring ====
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:<small>
:<small>
:L’anella, de massa m i radi R, gira amb velocitat angular <math>\dot\varphi_0</math> constant respecte de la forquilla (de massa negligible) impulsada per un motor que té l’estàtor (P1) articulat a la forquilla, i el rotor (P2) solidari a l’anella. La forquilla pot girar respecte del terra amb velocitat angular <math>\dot\psi</math>. Inicialment, <math>\dot\psi(t=0) = 0</math>. <span style="text-decoration: underline;">Es tracta d’investigar com evoluciona aquesta condició inicial, si el lliscament entre  anella i terra s’aturarà en algun moment, i el valor del parell motor que garanteix <math>\dot\varphi_0</math> constant mentre hi ha lliscament.</span>


:<span style="text-decoration: underline;">Descripció cinemàtica i diagrama general d’interaccions</span>
:[[File:D7-Ex5-1-eng.png|thumb|left|200px|link=]]
:Per al moviment més general quan encara hi ha lliscament, <math>\dot\varphi_0</math> i <math>\dot\psi</math> són independents, i la descripció de velocitats del sistema i el DGI (<span style="text-decoration: underline;">[[D3. Interaccions entre sòlids rígids#✏️ Exemple D3.18: actuador rotacional entre dos sòlids|'''exemple D3.18''']]</span>) són:


:The ring, with mass m and radius R, rotates with constant angular velocity <math>\dot\varphi_0</math> relative to the massless fork driven by a motor that has the stator (P1) articulated to the fork, and the rotor (P2) fixed to the ring. The fork can rotate relative to the ground with angular velocity <math>\dot\psi</math>. Initially, <math>\dot\psi(t=0) = 0</math>. We want to <span style="text-decoration: underline;">investigate the evolution of this initial condition, whether the sliding between the ring and the ground will disappear at some point, and the value of the motor torque that guarantees a constant <math>\dot\varphi_0</math> while there is sliding.</span>


:Pel que fa a la descripció dinàmica, hi ha dues opcions segons que es considerin els enllaços directes entre la forquilla i l’estàtor del motor (P1), i l’estàtor (P1) i el rotor (P2, solidari a l’anella) (opció 1), o que es tracti l’enllaç indirecte entre forquilla i anella (opció 2) (<span style="text-decoration: underline;">[[D3. Interaccions entre sòlids rígids#D3.6 Interaccions per mitjà d’actuadors lineals i rotacionals|'''secció D3.6''']]</span>):
:<span style="text-decoration: underline;">Kinematic description and general diagram of interactions </span>


:For the more general motion in the sliding phase, <math>\dot\varphi_0</math> and <math>\dot\psi</math> are independent, and the description of the system velocities and the GDI (<span style="text-decoration: underline;">[[D3._Interactions_between_rigid_bodies#D3.6_Interactions_through_linear_and_rotatory_actuators|'''EXAMPLE D3.18''']]</span>) are:


:En els dos casos, el problema és determinat:
[[File:D7-Ex5-2-eng.png|thumb|center|250px|link=]]


:Opció 1: (16 inc. enllaç, 2GL)<math>\Rightarrow</math> 18 incògnites, 3 sòlids rígids<math>\times\frac{\text{6 eqs.}}{\text{sòlid}} =</math> 18 equacions
<center><math>{\vvec}_{\textrm{E}}(\textrm{J}) = {\vvec}_{\textrm{E}}(\textrm{G})+\vec{\Omega}_{\textrm{E}}^\text{ring} \times \vec{\textrm{GJ}} = (\odot \textrm{L} \dot{\psi})+[(\Uparrow\dot{\psi})+(⇒\dot{\varphi_0})] \times (↓R) = (\odot L \dot{\psi}) + (\otimes R \dot{\varphi_0})</math></center>


:Opció 2: (10 inc. enllaç, 2GL)<math>\Rightarrow</math> 12 incògnites, 2 sòlids rígids<math>\times\frac{\text{6 eqs.}}{\text{sòlid}} =</math> 12 equacions


:<big><span style="text-decoration: underline;">'''OPCIÓ 1'''</span></big>
:As for the dynamic description, there are two options depending on whether the direct constraints between the fork and the motor stator (P1), and the stator (P1) and the rotor (P2, fixed to the ring) are considered (option 1), or whether the indirect constraint between the fork and the ring is considered (option 2)  (<span style="text-decoration: underline;">[[D3. Interaccions entre sòlids rígids#D3.6 Interaccions per mitjà d’actuadors lineals i rotacionals|'''section D3.6''']]</span>):
:En aquesta opció, el DGI es pot alleugerir si es tracta la forquilla com a SAE (doncs té massa nul·la i només està sotmès a interaccions d’enllaç). L’enllaç indirecte entre braç i sostre (terra) introdueix 4 incògnites, ja que permet dues rotacions independents entre els dos:


:<span style="text-decoration: underline;">Full de ruta per a l’equació del moviment de la coordenada <math>\psi</math></span>
[[File:D7-Ex5-3-eng.png|thumb|center|450px|link=]]
:Tant l’anella com l’estàtor (P1) tenen un moviment que depèn de <math>\psi</math>. Per tant, hi ha tres opcions per a la tria de sistema a qui aplicar els teoremes vectorials: anella, P1, anella+P1.




:In both cases, it is a determinate problem:


:La millor opció és (anella+P1). La caracterització de l’enllaç indirecte entre P1 i sostre és immediata: ja que permet dues rotacions independents en direccions 2 i 3 de P1 respecte del terra, el torsor contindrà tres components de força i una de moment (en direcció 1). Les interaccions externes al sistema (anella+P1) són:
:Option 1: (16 constraint unk., 2DoF)<math>\Rightarrow</math> 18 unknowns, 3 rigid bodies<math>\times\frac{\text{6 eqs.}}{\text{r. body}} =</math> 18 equations


:Opció 2: (10 constraint unk., 2DoF)<math>\Rightarrow</math> 12 unknowns, 2 rigid bodies<math>\times\frac{\text{6 eqs.}}{\text{r. body}} =</math> 12 equations


:Si s’aplica el TMC a <math>\Os</math>, s’eviten les tres forces d’enllaç associades a l’enllaç indirecte entre P1 i sostre, i només apareixeran dues incògnites d’enllaç <math>(\Ns, \Ms_1)</math>. En no haver-hi cap component lliure d’incògnites d’enllaç. Caldrà treballar en principi amb totes tres per arribar a l’equació del moviment.
:<big><span style="text-decoration: underline;">'''OPTION 1'''</span></big>
:In this option, the DGI can be simplified by treating the fork as CAE (since it has zero mass and it only undergoes constraint interactions). The indirect constraint between the P1 and the ceiling (floor) introduces 4 unknowns, since it allows two independent rotations between them:


:<math>\boxed{\text{Full de ruta: SISTEMA (anella+P1), TMC a }\Os}</math>
[[File:D7-Ex5-4-eng.png|thumb|center|500px|link=]]


:El moment cinètic es pot calcular a partir del tensor a <math>\Os</math> perquè <math>\Os</math> és fix a l’anella:
:<span style="text-decoration: underline;">Roadmap for the equation of motion of the <math>\psi</math> coordinate</span>
:Both the ring and the stator(P1) motion depend on <math>\psi</math>.  Hence, there are three systems to which the vector theorems may be applied: ring, P1, ring+P1.


:<math>\vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{anella}{RTO=T}=([\Is\Is(\Gs)+\Is\Is^\oplus(\Os)])\velang{anella}{RTO=T},\:\:\:\:\:\: [\Is\Is(\Gs)] = \mat{2\Is}{0}{0}{0}{\Is}{0}{0}{0}{\Is}</math>, amb <math>2\Is = \ms\rs^2</math>
[[File:D7-Ex5-5-eng.png|thumb|center|690px|link=]]
<center> 6 constraint unk. + <math>\ddot\psi = </math> 7 unk.<math>\:\:\:\:\:\:\:\:\:\:</math> 9 constraint unk. + <math>\Gamma + \ddot\psi = </math> 11 unk.<math>\:\:\:\:\:\:\:\:\:\:</math> 5 constraint unk. + <math>\ddot\psi = </math> 6 unk.</center>


:<math>{\vec{\Hs}_{\text{RTO}}(\Os)} = \left(\mat{\ms\rs^2}{0}{0}{0}{(1/2)\ms\rs^2}{0}{0}{0}{(1/2)\ms\rs^2} + \mat{0}{0}{0}{0}{\ms(2\rs^2)}{0}{0}{0}{\ms(2\rs^2)}\right)\vector{-\dot\varphi_0}{0}{\dot\psi}=\frac{1}{2}\ms\rs^2\mat{2}{0}{0}{0}{9}{0}{0}{0}{9}\vector{-\dot\varphi_0}{0}{\dot\psi}
:The best option is (ring+P1). The characterization of the indirect constraint between P1 and the ceiling is straightforward: since it allows two independent rotations in directions 2 and 3 of P1 relative to the  ground, the torsor will contain three force components and one moment component (in direction 1). The external interactions on the system (ring+P1) are:
</math>


:<math>{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)} = \frac{1}{2}\ms\rs^2\vector{0}{0}{9\ddot\psi} + \vector{0}{0}{\dot\psi}\times\frac{1}{2}\ms\rs^2\vector{-2\dot\varphi_0}{0}{9\dot\psi} = \frac{1}{2}\ms\rs^2\vector{0}{-2\dot\psi\dot\varphi_0}{9\ddot\psi}
</math>


:If the AMT is applied at <math>\Os</math>, the constraint force associated with the indirect constraint between P1 and the ceiling is avoided, and only two constraint unknowns <math>(\Ns, \Ms_1)</math> will appear. Since there is no component free of link unknowns, it will be necessary to work in principle with all three components to find the equation of motion.


:Els moments externs a <math>\Os</math> provenen del pes, de les forces a <math>\Js</math> i del moment <math>\Ms_1</math> associat a l’enllaç indirecte entre P1 i terra:
:<math>\boxed{\text{Roadmap: SYSTEM (ring+P1), AMT at }\Os}</math>


:<math>\sum\vec\Ms_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os)\Rightarrow\frac{1}{2}\ms\rs^2\vector{0}{-2\dot\psi\dot\varphi_0}{9\ddot\psi} = \vector{\mu\Ns\rs+\Ms_1}{2(\ms\gs-\Ns)\rs}{2\mu\Ns\rs}</math>
:The angular momentum can be calculated fomr the inertia tensor at <math>\Os</math> since <math>\Os</math> is fixed to the ring:


:La segona component condueix a <math>\Ns = \ms\gs+\frac{1}{2}\ms\rs\dot\psi\dot\varphi_0</math>, i substituïnt a la tercera s’obté l’equació del moviment: 
:<math>\vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{ring}{RTO=E}=([\Is\Is(\Gs)+\Is\Is^\oplus(\Os)])\velang{ring}{RTO=E},\:\:\:\:\:\: [\Is\Is(\Gs)] = \mat{2\Is}{0}{0}{0}{\Is}{0}{0}{0}{\Is}</math>, with <math>2\Is = \ms\Rs^2</math>


:<math>\boxed{\ddot\psi = \frac{2}{9}\mu\left(2\frac{\gs}{\rs}+\dot\psi\dot\varphi_0\right)}</math>
:<math> \begin{Bmatrix}{\vec{\Hs}_{\text{RTO}}(\Os)}\end{Bmatrix}_{\text{B}} = \left(\frac{1}{2}\ms\Rs^2\mat{2}{0}{0}{0}{1}{0}{0}{0}{1} + \ms\Ls^2\mat{0}{0}{0}{0}{1}{0}{0}{0}{1}\right)\vector{-\dot\varphi_0}{0}{\dot\psi}=\vector{-\ms\Rs^2\dot\varphi_0}{0}{m((\Rs^2/2)+\Ls^2)\dot\psi}
</math>


:A l’instant inicial, <math>\dot\psi(\ts=0)=0\Rightarrow\ddot\psi(\ts=0)=\frac{4}{9}\mu\frac{\gs}{\rs}>0</math>, i per tant la velocitat angular <math>\dot\psi</math> creix, la qual cosa fa crèixer la força normal. Això és indicatiu de que no hi ha risc que es perdi el contacte a <math>\Js</math>.
:<math>\begin{Bmatrix}{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)}\end{Bmatrix}_{\text{B}} = \vector{0}{0}{m((\Rs^2/2)+\Ls^2)\ddot\psi} + \vector{0}{0}{\dot\psi}\times\vector{-\ms\Rs^2\dot\varphi_0}{0}{m((\Rs^2/2)+\Ls^2)\dot\psi} = \vector{0}{-\ms\Rs^2\dot\psi\dot\varphi_0}{m((\Rs^2/2)+\Ls^2)\ddot\psi}
 
</math>
:Quan <math>\dot\psi</math> arriba al valor <math>(\dot\varphi_0/2)</math>, el lliscament a <math>\Js</math> s’atura:
 
:<math>\vel{J}{T} = \vel{C}{T} + \velang{roda}{T}\times\CJvec = (\rightarrow 2\rs\dot\psi) + [(\Uparrow\dot\psi) + (\otimes\dot\varphi_0)] \times(\downarrow\rs) = (\rightarrow 2\rs\dot\psi) + (\leftarrow \rs\dot\varphi_0) = 0</math>
 
:A partir d’aquest moment, el sistema passa a tenir només 1 GL, però el nombre d’incògnites augmenta, doncs a <math>\Js</math> apareixen dues components més de força d’enllaç (a més de la N): el problema esdevé indeterminat.
 
:<span style="text-decoration: underline;">Full de ruta per al parell motor</span>
 
:Ja que el parell motor actua entre P1 i l’anella, les dues opcions de sistema per a aplicar els teoremes vectorials són: anella, P1. Ja que l’equació del moviment per a la <math>\psi</math> i la força normal ja són conegudes, el nombre d’incògnites en aquests dos casos és:
 
 
:La millor opció, doncs, és aplicar teoremes a l’anella. Les interaccions externes sobre aquest sòlid són:
 
:La component 1 del TMC a <math>\Os</math> està lliure d’incògnites d’enllaç (conté el moment de la força de fricció, però la N és coneguda). Per tant:
 
:<math>\boxed{\text{Full de ruta: SISTEMA (anella),TMC a }\Os]_1}</math>
 
:El moment cinètic a <math>\Os</math> és el de l’anella, i la seva derivada té component 1 nul·la:


:<math>\left.\sum\vec\Ms_\text{ext}(\Os)\right]_1 = \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_1 = 0 \Rightarrow\boxed{\Gamma=\mu\Ns\rs=\mu\ms\rs^2\left(\frac{\gs}{\rs} + \frac{1}{2}\dot\psi\dot\varphi_0\right)}</math>


:<big><span style="text-decoration: underline;">'''OPCIÓ 2'''</span></big>
:The external moments about <math>\Os</math> come from the weight, the forces at <math>\Js</math> and the <math>\Ms_1</math> moment associated with the indirectt constraint between P1 and gthe floor:
:<span style="text-decoration: underline;">Full de ruta per a l’equació del moviment de la coordenada <math>\psi</math></span>
:Només l’anella té un moviment que depèn de <math>\psi</math>. Per tant, hi ha dues opcions per a la tria de sistema a qui aplicar els teoremes vectorials: anella, anella+forquilla.


:Les dues opcions semblen equivalents. Per triar-ne una, cal analitzar els interaccions externes que actuen sobre cadascun dels dos sistemes:
:<math>\sum\vec\Ms_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os)\Rightarrow\
\vector{\mu\Ns\Rs+\Ms_1}{\text{mgL}-\text{NL}}{\mu\text{NL}} = \vector{-\ms\Rs^2\dot\psi\dot\varphi_0}{-\ms\Rs^2\dot\psi\dot\varphi_0}{m((\Rs^2/2)+\Ls^2)\ddot\psi}</math>


:En els dos casos, si s’aplica el TMC a <math>\Os</math> s’eviten tres components de força d’enllaç, però en la direcció 1 (que és on pot aparèixer la <math>\ddot\varphi</math>) hi ha sempre un moment (el parell motor en un cas, o el <math>\Ms_1</math> entre sostre i forquilla en l’altre). S’agafi un sistema o l’altre, caldrà treballar en principi amb més d’una component del TMC per arribar a l’equació del moviment. A continuació es consideren les dues opcions.
:The second component yields <math>\Ns = \ms\gs+\ms\frac{\Rs^2}{\Ls}\dot\psi\dot\varphi_0</math>. Substitution of that value into the third component yields the equation of motion:


:<math>\boxed{\text{Full de ruta: SISTEMA (anella),TMC a }\Os}</math>
:<center><math>\boxed{\ddot\psi = \frac{2\mu}{\Rs^2+2\Ls^2}(\gs\Ls+\Rs^2\dot\psi\dot\varphi_0)}</math></center>


:El moment cinètic a <math>\Os</math> i la seva derivada són els mateixos calculats a l’opció 1:
:Initially, <math>\dot\psi(\ts=0)=0\Rightarrow\ddot\psi(\ts=0)=\frac{2\mu gL}{\Rs^2+2\Ls^2}>0</math>, and therefore the <math>\dot\psi</math> angular velocity increases, which increases the normal force. This indicates that there is no risk of losing contact at <math>\Js</math>.


:<math>\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = \frac{1}{2}\ms\rs^2\mat{2}{0}{0}{0}{9}{0}{0}{0}{9}\vector{-\dot\varphi_0}{0}{\dot\psi}, \:\:\:\:\:\:
:When <math>\dot\psi</math> reaches the value <math>(\text{R}/\text{L})\dot\varphi_0</math>, sliding at <math>\Js</math> stops:
\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \frac{1}{2}\ms\rs^2\vector{0}{-\dot\psi\dot\varphi_0}{9\ddot\psi}</math>


:<math>\vel{J}{E} = [\otimes (R \dot{\varphi_0}- \text{L}\dot{\psi})] = 0 ⇒ \dot{\psi} = \frac{\Rs}{\Ls}\dot{\varphi_0} </math>
:Els moments externs a <math>\Os</math> provenen del pes, de les forces a J, del parell motor i del moment <math>\Ms_1</math> a:


:<math>\sum\vec\Ms_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os)\Rightarrow\frac{1}{2}\ms\rs^2\vector{0}{-2\dot\psi\dot\varphi_0}{9\ddot\psi} = \vector{\mu\Ns\rs+\Ms_1}{2(\ms\gs-\Ns)\rs}{2\mu\Ns\rs + \Ms_3}</math>
:From this point on, the system has only 1 DoF, but the number of unknowns increases, since two more components of constraint force appear at <math>\Js</math> (in addition to N): the problem becomes indeterminate.


:La segona component dóna el valor de N: <math>\Ns = \ms\gs + \frac{1}{2}\ms\rs\dot\psi\dot\varphi_0</math>. En ser sempre positiu, el contacte a <math>\Js</math> està garantit.
:<span style="text-decoration: underline;">Roadmap for the motor torque </span>


:La primera component dóna el parell motor: <math>\Gamma = \mu\Ns\rs = \mu\ms\rs\left(\gs + \frac{1}{2}\rs\dot\psi\dot\varphi_0\right)</math>.
:Since the motor torque acts between P1 and the ring, the two system options for applying the vector theorems are: ring, P1. Since the equation of motion for the <math>\psi</math> coordinate and the normal force have already been determined, the number of unknowns in these two cases is:


[[File:D7-Ex5-7-eng.png|thumb|center|400px|link=]]
<center> 5 constraint unk. + <math>\Gamma = </math> 6 unk.<math>\:\:\:\:\:\:\:\:\:\:</math> 9 constraint unk. + <math>\Gamma = </math> 10 unk.</center>


:Però a la tercera, l’acceleració <math>\ddot\varphi</math> està en funció de <math>\Ms_3</math>. Per tant, aquesta opció no sembla adequada.


:<math>\boxed{\text{Full de ruta: SISTEMA (anella + forquilla),TMC a }\Os}</math>


:Els moments externs són diferents al cas anterior:
:The best option, then, is to apply the vector theorems to the ring. The external interactions on that rigid body are:
:[[File:D7-Ex5-8-neut.png|thumb|left|200px|link=]]
:The first component of the AMT at <math>\Os</math> is free of constraint unknowns (it contains the moment of the friction force, but N is no longer an unknown). Therefore:


:<math>\sum\vec\Ms_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os)\Rightarrow\frac{1}{2}\ms\rs^2\vector{0}{-2\dot\psi\dot\varphi_0}{9\ddot\psi} = \vector{-\mu\Ns\rs+\Ms_1}{2(\ms\gs-\Ns)\rs + \Ms_2}{2\mu\Ns\rs}</math>
:<math>\boxed{\text{Roadmap: SYSTEM (ring), AMT at }\Os]_1}</math>


:En aquesta opció, l’acceleració <math>\ddot\varphi</math> està en funció de N, però les altres components no permeten calcular aquesta força.
:The kinetic moment at <math>\Os</math> is that of the ring, and the first component of its time derivative is zero:
Ara bé, si es combinen es resultats per a les dues opcions, l’equació del moviment és immediata:


:<math>\left.\begin{aligned}
:<math>\left.\sum\vec\Ms_\text{ext}(\Os)\right]_1 = \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_1 = 0 \Rightarrow\boxed{\Gamma=\mu\Ns\Rs=\mu\ms\Rs^2\left(\frac{\gs}{\Rs} + \frac{\Rs}{\Ls}\dot\psi\dot\varphi_0\right)}</math>
\text{SISTEMA anella, TMC a }\left.\Os\right]_2\\
<br>
\text{SISTEMA (anella + forquilla), TMC a }\left.\Os\right]_3
<br>
\end{aligned}\right\} \Rightarrow\ddot\psi</math>
<br>
<big><big>FALTA</big></big>


:L’aturada del lliscament s’estudia exactament igual que en l’opció 1.
:<big><span style="text-decoration: underline;">'''OPTION 2'''</span></big>
:In option 2, the equation of movement and the motor torque cannot be obtained from just one theorem. For that reason, it will be disregarded.


</small>
====✏️ EXAMPLE D7.6: rotating ring pendulum ====
====✏️ EXEMPLE D7.6: pèndol anular giratori====
-----
-----


:<small>
:<small>
:El sistema consta d’una anella, de massa m i radi R, unida a un braç que està articulat a un suport. El suport pot lliscar al llarg d’una guia llisa. Una molla lineal de constant k uneix suport i guia. El conjunt gira al voltant d ela vertical amb velocitat angular constant <math>\dot\psi_0</math> sota l’acció d’un motor. La massa de tots els elements, tret de l’anella, és negligible. <span style="text-decoration: underline;">Es tracta de buscar les equacions del moviment i estudiar les possibles configuracions d’equilibri.</span>


:<span style="text-decoration: underline;">Descripció cinemàtica</span>
:[[File:D7-Ex6-1-eng.png|thumb|left|150px|link=]]
:És un sistema de 3 GL: el moviment pendular <math>\dot\theta</math>, el moviment del suport respecte de la guia (que anomenarem <math>\dot\xs</math>) i la rotació vertical forçada <math>\dot\psi_0</math>.
:The system consists of a ring, with mass m and radius R, attached to an arm that is articulated to a support. The support can slide along a smooth guide. A linear spring of constant k connects the support and the guide. The whole system rotates around the vertical axis with constant angular velocity <math>\dot\psi_0</math> under the action of a motor. The mass of all the elements, except the ring, is negligible. We want to <span style="text-decoration: underline;">find the equations of motion and study the possible equilibrium configurations.</span>
<br>
:<span style="text-decoration: underline;">Kinematic description</span>
:[[File:D7-Ex6-2-neut.png|thumb|right|150px|link=]]
:It is a system with 3 DoF: the pendulum motion <math>\dot\theta</math>, the motion of the support raltive to the guide (that will be denoted by <math>\dot\xs</math>) and the forced vertical rotation <math>\dot\psi_0</math>.


:El moviment del centre de l’anella <math>\Gs</math> respecte del terra es pot trobar fen una doble composició:
:The motion of the ring center <math>\Gs</math> relative to the ground can be found through a double composition:


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\text{AB: guia} \\
\text{AB: guide} \\
\text{AB: suport}
\text{REL: support}
\end{aligned}\right\} \vel{G}{AB} = \vel{G}{REL} + \vel{G}{ar} = (\nearrow\Ls\dth) + (\downarrow\dot\xs)</math>
\end{aligned}\right\} \vel{G}{AB} = \vel{G}{REL} + \vel{G}{tr} = (\nearrow\Ls\dth) + (\downarrow\dot\xs)</math>


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\text{AB: terra} \\
\text{AB: ground} \\
\text{AB: guia}
\text{REL: guide}
\end{aligned}\right\} \vel{G}{AB} = \vel{G}{REL} + \vel{G}{ar} = (\nearrow\Ls\dth) + (\downarrow\dot\xs) + (\otimes\Ls\dot\psi_0\cth)</math>
\end{aligned}\right\} \vel{G}{AB} = \vel{G}{REL} + \vel{G}{tr} = (\nearrow\Ls\dth) + (\downarrow\dot\xs) + (\otimes\Ls\dot\psi_0\cth)</math>
 
<br>
:<span style="text-decoration: underline;">Descripció cinemàtica</span>
:<span style="text-decoration: underline;">General diagram of interactions</span>
 
:[[File:D7-Ex6-3-eng.png|thumb|left|200px|link=]]
:El problema és determinat:  
<br>
<br>
: It is a determinate problem:


:(15 inc. d'enllaç, 3GL) <math>\Rightarrow</math> 18 incògnites
:(15 constraint unk., 3DoF) <math>\Rightarrow</math> 18 unknowns
:3 sòlids rígids <math>\times\frac{\text{6 eqs.}}{\text{sòlids}}</math> = 18 equacions
:3 rigid bodies <math>\times\frac{\text{6 eqs.}}{\text{r. body}}</math> = 18 equations
<br>
<br>
<br>


:<span style="text-decoration: underline;">Full de ruta per a l’equació del moviment de la coordenada <math>\theta</math></span>
:<span style="text-decoration: underline;">Roadmap for the equation of motion for the <math>\theta</math> coordinate</span>


:Només el moviment de l’anella depèn de <math>\ddth</math>. Per tant, els sistemes adequats per aplicar-hi els teoremes vectorials són: anella, anella+suport, anella+suport+guia.
:The ring motion is the only one that depends on <math>\ddth</math>. Therefore, the appropriate systems for the application of the vector theorems are: ring, ring+support, ring+support+guide.


:La tercera opció és la menys adequada. Pel que fa a les altres dues, les interaccions externes a tenir en compte són:
[[File:D7-Ex6-4-eng.png|thumb|center|700px|link=]]
<center> 5 constraint unk. + <math>\ddth + \ddot x = </math> 7 unk.<math>\:\:\:\:\:\:\:\:\:\:</math> 5 constraint unk. + <math>\ddth + \ddot x = </math> 7 unk.<math>\:\:\:\:\:\:\:\:\:\:</math> 5 constraint unk. + <math>\ddth + \ddot x + \Gamma = </math> 8 unk.</center>
:The third option is the least suitable. As for the other two, the external interactions to be taken into account are:  
:[[File:D7-Ex6-5-eng.png|thumb|right|300px|link=]]


:Si s’aplica el TMC a <math>\Os</math> a l’anella, la component 1 està lliure d’incògnites d’enllaç, i és precisament en aquesta direcció que apareix la velocitat angular <math>\dth</math> (i, per tant, el canvi del seu valor <math>\ddth</math>). En l’opció (anella+suport), aquesta component inclou un moment d’enllaç. Per tant:
:If the AMT at <math>\Os</math> is applied to the ring, component 1 is free of constraint unknowns, and it is precisely in that direction that the angular velocity <math>\dth</math> (and therefore the change in its value <math>\ddth</math>) appears. In the (ring+support) option, that component includes a constraint moment. Therefore:


:<math>\boxed{\text{Full de ruta: SISTEMA anella, TMC a }\left.\Os\right]_1}</math>
:<math>\boxed{\text{Roadmap: SYSTEM (ring), AMT at }\left.\Os\right]_1}</math>


:Ja que el punt O es mou respecte del terra: :<math>\sum\vec\Ms_\text{ext}(\Os) + \OGvec\times\ms\acc{O}{Gal} = \dot{\vec{\Hs}}_{\text{RTO}}</math>
:As point <math>\Os</math> moves relative to the ground: <math>\sum\vec\Ms_\text{ext}(\Os) + \OGvec\times\ms\acc{O}{Gal} = \dot{\vec{\Hs}}_{\text{RTO}}</math>


:Per altra banda, <math>\Os</math> és un punt fix a l’anella: :<math>\vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{anella}{RTO=T}=\left[\Is\Is(\Gs)+\Is\Is^\oplus(\Os)\right]\left[(\Uparrow\dot\psi_0) + (\odot\dth)/\right]
:On the other hand, <math>\Os</math> is a point fixed to the ring: <math>\vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{ring}{RTO=E}=\left[\Is\Is(\Gs)+\Is\Is^\oplus(\Os)\right]\left[(\Uparrow\dot\psi_0) + (\odot\dth)\right]
</math>
</math>


:<math>\left[\Is\Is(\Os)\right] = \mat{2\Is}{0}{0}{0}{\Is}{0}{0}{0}{\Is} + \mat{\ms\Ls^2}{0}{0}{0}{\ms\Ls^2}{0}{0}{0}{0}</math>, amb <math>2\Is = \ms\Rs^2</math>
:<math>\left[\Is\Is(\Os)\right] = \mat{2\Is}{0}{0}{0}{\Is}{0}{0}{0}{\Is} + \mat{\ms\Ls^2}{0}{0}{0}{\ms\Ls^2}{0}{0}{0}{0}</math>, with <math>2\Is = \ms\Rs^2</math>


:<math>\{\vec{\Hs}_{\text{RTO}}(\Os)\} = \left( \mat{\ms\Rs^2}{0}{0}{0}{(1/2)\ms\Rs^2}{0}{0}{0}{(1/2)\ms\Rs^2} + \mat{\ms\Ls^2}{0}{0}{0}{\ms\Ls^2}{0}{0}{0}{0}\right)\vector{\dth}{\dot\psi_0\sth}{\dot\psi_0\cth} = \vector{\ms(\Rs^2 + \Ls^2)\dth}{\ms((1/2)\Rs^2 + \Ls^2)\dot\psi_0\sth}{(1/2)\ms\Rs^2\dot\psi_0\cth} </math>
:<math>\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = \left( \mat{\ms\Rs^2}{0}{0}{0}{(1/2)\ms\Rs^2}{0}{0}{0}{(1/2)\ms\Rs^2} + \mat{\ms\Ls^2}{0}{0}{0}{\ms\Ls^2}{0}{0}{0}{0}\right)\vector{\dth}{\dot\psi_0\sth}{\dot\psi_0\cth} = \vector{\ms(\Rs^2 + \Ls^2)\dth}{\ms\left[(1/2)\Rs^2 + \Ls^2\right]\dot\psi_0\sth}{(1/2)\ms\Rs^2\dot\psi_0\cth} </math>


:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}\right\} = \vector{\ms(\Rs^2 + \Ls^2)\ddth}{\ms((1/2)\Rs^2 + \Ls^2)\dot\psi_0\dth\sth}{-(1/2)\ms\Rs^2\dot\psi_0\dth\cth} + \vector{\dth}{\dot\psi_0\sth}{\dot\psi_0\cth}\times\vector{\ms(\Rs^2 + \Ls^2)\dth}{\ms((1/2)\Rs^2 + \Ls^2)\dot\psi_0\sth}{(1/2)\ms\Rs^2\dot\psi_0\cth}</math>
:<math>\left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \vector{\ms(\Rs^2 + \Ls^2)\ddth}{\ms\left[(1/2)\Rs^2 + \Ls^2\right]\dot\psi_0\dth\sth}{-(1/2)\ms\Rs^2\dot\psi_0\dth\cth} + \vector{\dth}{\dot\psi_0\sth}{\dot\psi_0\cth}\times\vector{\ms(\Rs^2 + \Ls^2)\dth}{\ms\left[(1/2)\Rs^2 + \Ls^2\right]\dot\psi_0\sth}{(1/2)\ms\Rs^2\dot\psi_0\cth}</math>


:<math>\left.\dot{\vec{\Hs}}_{\text{RTO}}\right]_1 = \ms(\Rs^2 + \Ls^2)\ddth-\ms\Ls^2\dot\psi_0^2\sth\cth</math>
:<math>\left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_1 = \ms\left(\Rs^2 + \Ls^2\right)\ddth-\ms\Ls^2\dot\psi_0^2\sth\cth</math>


:<math>\left.\sum\vec\Ms_\text{ext}(\Os)\right]_1 = -\ms\gs\Ls\sth</math>
:<math>\left.\sum\vec\Ms_\text{ext}(\Os)\right]_1 = -\ms\gs\Ls\sth</math>
Line 789: Line 821:




:Finalment: <math>\boxed{(\Rs^2 + \Ls^2)\ddth + (\gs - \ddot\xs - \Ls\dot\psi_0\cth)\Ls\sth} = 0</math>.
:Finally: <math>\boxed{(\Rs^2 + \Ls^2)\ddth + (\gs - \ddot\xs - \Ls\dot\psi_0\cth)\Ls\sth = 0}</math>.
 
:This equation of motion also includes the variable <math>\ddot\xs</math>. This means that the degrees of freedom <math>\dth</math> and <math>\dot\xs</math>  are '''coupled''': although the motion begins with initial conditions that are only nonzero for one of them, the other may appear.


:Aquesta equació del moviment inclou també la variable <math>\ddot\xs</math>. Això vol dir que els graus de llibertat <math>\dth</math> i <math>\dot\xs</math> estan '''acoblats''': encara que el moviment comenci amb unes condicions inicials que només són no nul·les per a un d’ells, l’altre pot aparèixer.  
:The component 1 of the AMT at <math>\Os</math> for the ring system is the only one where <math>\dth</math> and <math>\ddot\xs</math> appear. Therefore, the other equation of motion cannot be determined with either of the other two components.  


:La component 1 del TMC a <math>\Os</math> per al sistema anella és l’única on apareixen <math>\dth</math> i  <math>\ddot\xs</math>. Per tant, l’altra equació del moviment no es pot determinar amb cap de les altres dues components.
:<span style="text-decoration: underline;">Roadmap for the equation of motion of the x coordinate </span>


:<span style="text-decoration: underline;">Full de ruta per a l’equació del moviment de la coordenada x</span>
:The motion of the ring and the support depend on <math>\ddot\xs</math>. Hence, the appropriate systems for the application of the vector theorems are: ring, ring+support, support, support+guide, ring+support+guide. Since the equation of motion for <math>\theta</math> has been determined, <math>\ddth</math> is no longer an unknown.


:El moviment de l’anella i el del suport depenen de <math>\ddot\xs</math>. Per tant, els sistemes adequats per aplicar-hi els teoremes vectorials són: anella, anella+suport, suport, suport+guia, anella+suport+guia. Ja que s’ha determinat l’equació del moviment per a la <math>\theta</math>, <math>\ddth</math> ja no és una incògnita.
[[File:D7-Ex6-6-eng.png|thumb|center|450px|link=]]
<center> 5 constraint unk. + <math> \ddot x = </math> 6 unk.<math>\:\:\:\:\:\:\:\:\:\:\:\:\:\</math> 5 constraint unk. + <math>\ddot x = </math> 6 unk.</center>


[[File:D7-Ex6-7-eng.png|thumb|center|650px|link=]]
<center> 10 constraint unk. + <math>\ddot x = </math> 11 unk.<math>\:\:\:\:\:\:\:\:\:\:</math> 10 constraint unk. + <math>\ddot x + \Gamma= </math> 12 unk.<math>\:\:\:\:\:\:\:\:\:\:</math> 5 constraint unk. + <math>\ddot x + \Gamma = </math> 7 unk.</center>
<br>


:Com abans, les millors opcions són les dues primeres. La primera ja s’ha fet servir, per tant aplicarem els teoremes a la segona. A partir de la representació de les interaccions externes que actuen sobre el sistema (anella+suport), es veu que la component vertical (direcció 3’) del TQM estarà lliure d’incògnites d’enllaç.
:As before, the best options are the first two. The first has already been used, so we will apply the vector theorems to the second. From the description of the external interactions acting on the system (ring+support), it can be seen that the vertical component (direction 3’) of the AMT will be free of constraint unknowns. Therefore: <math>\boxed{\text{Roadmap: SYSTEM (ring + support), }\left.\As\Ms\Ts\right]_{3'}}</math>.
:Per tant: <math>\boxed{\text{Full de ruta: SISTEMA (anella + suport), }\left.\Ts\Qs\Ms\right]_{3'}}</math>.


:<math>\sum\vec\Fs_{\es\xs\ts} = \ms\acc{G}{Gal}</math>
:<math>\sum\vec\Fs_{\es\xs\ts} = \ms\acc{G}{Gal}</math>


:<span style="text-decoration: underline;">Càlcul de l’acceleració de G: </span>
:<span style="text-decoration: underline;">Calculation of the <math>\Gs</math> acceleration: </span>


:'''Opció 1''': per derivació de la velocitat descrita anteriorment, doncs correspon a una configuració general.
:'''Option 1''': as the time derivative of the velocity described above, since it corresponds to a general configuration.  


:<math>\left\{\vel{G}{T}\right\}_{\Bs'} = \vector{-\Ls\dot\psi_0}{\Ls\dth\cth}{-\dot\xs + \Ls\dth\sth},  :\:\:\:\:\:\:\:\: \left\{\acc{G}{T}\right\}_{\Bs'} = \vector{\Ls\dot\psi_0\dth\sth}{-\Ls\dth^2\sth}{-\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth} + \vector{0}{0}{\dot\psi_0}\times\vector{-\Ls\dot\psi_0\cth}{\Ls\dth\cth}{-\dot\xs + \Ls\dth\sth}</math>
:<math>\left\{\vel{G}{E}\right\}_{\Bs'} = \vector{-\Ls\dot\psi_0\cth}{\Ls\dth\cth}{-\dot\xs + \Ls\dth\sth},  \:\:\:\:\:\:\:\: \left\{\acc{G}{E}\right\}_{\Bs'} = \vector{\Ls\dot\psi_0\dth\sth}{-\Ls\dth^2\sth}{-\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth} + \vector{0}{0}{\dot\psi_0}\times\vector{-\Ls\dot\psi_0\cth}{\Ls\dth\cth}{-\dot\xs + \Ls\dth\sth}</math>


:<math>\left.\acc{G}{T}\right]_{3'} = -\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth</math>
:<math>\left.\acc{G}{E}\right]_{3'} = -\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth</math>


:'''Opció 2''': per cinemàtica del sòlid rígid.
:'''Option 2''': through rigid body kinematics. .


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\Gs\in\text{anella} \\
\Gs\in\text{ring} \\
\Os\in\text{anella}
\Os\in\text{ring}
\end{aligned}\right\} \acc{G}{T} = \acc{O}{T} + \velang{anella}{T}\times\velang{anella}{T}\times\OGvec + \accang{anella}{T}\times\OGvec</math>
\end{aligned}\right\} \acc{G}{E} = \acc{O}{E} + \velang{ring}{E}\times\velang{ring}{E}\times\OGvec + \accang{ring}{E}\times\OGvec</math>


:<math>\velang{anella}{T} = (\Uparrow\dot\psi_0) + (\odot\dth)</math>
:<math>\velang{ring}{E} = (\Uparrow\dot\psi_0) + (\odot\dth)</math>


:L’acceleració angular   prove del canvi de valor i de direcció de <math>\vec{\dth}</math>: <math>\accang{anella}{T} = (\odot\ddth) + (\Rightarrow\dot\psi_0\dth)</math>
:The angular acceleration <math>\accang{ring}{E}</math> is asociated with the change of value and direction of <math>\vec{\dth}</math>: <math>\:\accang{ring}{E} = (\odot\ddth) + (\Rightarrow\dot\psi_0\dth)</math>




:<math>\left\{\acc{G}{T}\right\}_{B'} = \vector{0}{0}{-\ddot\xs} + \vector{\dth}{0}{\dot\psi_0}\times\left(\vector{\dth}{0}{\dot\psi_0}\times\vector{0}{\Ls\cth}{\Ls\sth}\right) + \vector{\ddth}{\dot\psi_0\dth}{0}\times\vector{0}{\Ls\cth}{\Ls\sth}</math>
:<math>\left\{\acc{G}{E}\right\}_{\Bs'} = \vector{0}{0}{-\ddot\xs} + \vector{\dth}{0}{\dot\psi_0}\times\left(\vector{\dth}{0}{\dot\psi_0}\times\vector{0}{\Ls\cth}{\Ls\sth}\right) + \vector{\ddth}{\dot\psi_0\dth}{0}\times\vector{0}{\Ls\cth}{\Ls\sth}</math>


:<math>\left.\acc{G}{T}\right]_{3'} = -\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth</math>
:<math>\left.\acc{G}{E}\right]_{3'} = -\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth</math>
<br>
:<span style="text-decoration: underline;">Formulation of the spring force </span>
[[File:D7-Ex6-8-neut.png|thumb|right|250px|link=]]


:<span style="text-decoration: underline;">Formulació de la força de la molla</span>


:El GL de translació vertical del suport <math>(\dot\xs)</math> està associat a la variació d’una coordenada <math>\xs</math> l’origen de la qual encara no s’ha definit. És freqüent triar l’origen de les coordenades de manera que coincideixin amb configuracions d’equilibri.  
:The vertical translational motion of the support <math>(\dot\xs)</math> is associated with the variation of an <math>\xs</math> coordinate whose origin has not yet been defined. It is usual to choose the origin of the coordinates so that they coincide with equilibrium configurations.  


:Si es pren <math>\xs=0</math> per a l’equilibri en absència de rotació <math>\dot\psi_0</math>, és clar que la molla haurà d’exercir una força <math>\Fs_0</math> d’atracció sobre el pèndol per contrarestar el pes: <math>\Fs_0 = \ms\gs</math>. La formulació general de la força d’atracció de la molla serà doncs: <math>\Fs_\ms^{\as\ts} = \ms\gs + \ks\Delta\rho</math>.
:If we take <math>\xs=0</math> for the equilibrium configuration in the absence of rotation <math>\dot\psi_0</math>, it is clear that the spring will have to exert an attraction force <math>\Fs_0</math> on the pendulum to counteract the weight: <math>\Fs_0 = \ms\gs</math>. The general formulation of the spring attraction force will then be <math>\Fs_\ss^{\as\ts} = \ms\gs + \ks\Delta\rho</math>.


:Ja que el moviment <math>\dot\xs</math> s’ha definit positiu cap a baix, un augment de <math>\xs</math> implica un augment de llargària de la molla. Per tant: <math>\Fs_\ms^{\as\ts} = \ms\gs + \ks\xs</math>.
:Since the <math>\dot\xs</math> motion has been defined as positive downwards, an increase in <math>\xs</math> implies an increase in the spring length. Therefore <math>\Fs_\ss^{\as\ts} = \ms\gs + \ks\xs</math>.


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
\left.\sum\Fs_{\es\xs\ts}\right]_{3'}=\Fs_\ms^\text{at} -\ms\gs = \ks\xs\\
\left.\sum\Fs_{\es\xs\ts}\right]_{3'}=\Fs_\ss^\text{at} -\ms\gs = \ks\xs\\
\left.\ms\acc{G}{T}\right]_{3'} = \ms(-\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth)
\left.\ms\acc{G}{T}\right]_{3'} = \ms(-\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth)
\end{aligned}\right\} \Rightarrow \boxed{\ddot\xs + \frac{\ks}{\ms}\xs -\Ls(\ddth\sth + \dth^2\cth) = 0}</math>
\end{aligned}\right\} \Rightarrow \boxed{\ddot\xs + \frac{\ks}{\ms}\xs -\Ls(\ddth\sth + \dth^2\cth) = 0}</math>




:<span style="text-decoration: underline;">Comentaris sobre l’acoblament dels dos GL</span>
:<span style="text-decoration: underline;">Comments on the DoF coupling </span>


:Les condicions inicials <math>\xs(\ts=0)</math>, <math>\dot\xs(\ts=0)</math>, <math>\theta(\ts=0)</math>, <math>\dth(\ts=0)</math> amb què s’engega el moviment determinen els GL que apareixeran.  
:The initial conditions <math>\xs(\ts=0)</math>, <math>\dot\xs(\ts=0)</math>, <math>\theta(\ts=0)</math>, <math>\dth(\ts=0)</math> under which the movement is started determine the DoF that will appear.


:Una condició inicial del tipus <math>\xs(\ts=0) = \xs_0</math>, <math>\dot\xs(\ts=0) = \dot\xs_0</math>, <math>\theta(\ts=0)=0</math>, <math>\dth(\ts=0) =0</math> no aconseguirà mai fer aparèixer el moviment pendular, doncs les equacions per a l’instant inicial són:
:The initial conditions <math>\xs(\ts=0) = \xs_0</math>, <math>\dot\xs(\ts=0) = \dot\xs_0</math>, <math>\theta(\ts=0)=0</math>, <math>\dth(\ts=0) =0</math> will never succeed in provoking the pendulum motion, since the equations for the initial instant are:


:<math>(\Rs^2 + \Ls^2)\ddth(\ts=0) = 0, \:\:\:\:\:\:\ddot\xs(\ts=0) + \frac{\ks}{\ms}\xs_0 = 0</math>.
:<math>(\Rs^2 + \Ls^2)\ddth(\ts=0) = 0, \:\:\:\:\:\:\ddot\xs(\ts=0) + \frac{\ks}{\ms}\xs_0 = 0</math>.


:En canvi, una condició inicial del tipus  <math>\xs(\ts=0) = 0</math>, <math>\dot\xs(\ts=0) = 0</math>, <math>\theta(\ts=0)=\theta_0</math>, <math>\dth(\ts=0) =\dth_0</math> sí que genera movement vertical <math>\dot\xs</math>, doncs l’equació que governa la <math>\dot\xs</math> per a l’instant inicial és:
:However, the initial conditions <math>\xs(\ts=0) = 0</math>, <math>\dot\xs(\ts=0) = 0</math>, <math>\theta(\ts=0)=\theta_0</math>, <math>\dth(\ts=0) =\dth_0</math> will provoke the vertical motion <math>\dot\xs</math>, since the equation describing the time evolution of <math>\dot\xs</math> it for the initial instant is:


:<math>\ddot\xs(\ts=0) -\Ls\left[\ddth(\ts=0)\text{sin}\theta_0 + \dth_0^2\text{cos}\theta_0\right] = 0</math>.
:<math>\ddot\xs(\ts=0) -\Ls\left[\ddth(\ts=0)\text{sin}\theta_0 + \dth_0^2\text{cos}\theta_0\right] = 0</math>.
Line 857: Line 896:
:'''ANIMACIO'''
:'''ANIMACIO'''


:Estudi de les configuracions d’equilibri estàtic
:<span style="text-decoration: underline;">Study of static equilibrium configurations</span>
:Les configuracions d’equilibri estàtic (les que corresponen a tenir el sistema completament aturat, amb <math>\dot\psi_0 = 0</math>) s’obtenen de les equacions del moviment imposant <math>\ddot\xs_\text{eq} = 0</math>, <math>\dot\xs_\text{eq} = 0</math>, <math>\ddth_\text{eq} = 0</math>, <math>\dth_\text{eq} = 0</math>:
 
   
:The static equilibrium configurations (those that correspond to the system at rest, with <math>\dot\psi_0 = 0</math>) are obtained from the equations of motion by imposing <math>\ddot\xs_\text{eq} = 0</math>, <math>\dot\xs_\text{eq} = 0</math>, <math>\ddth_\text{eq} = 0</math>, <math>\dth_\text{eq} = 0</math>:
:Si considerem una petita pertorbació d’aquestes configuracions d’equilibri <math>(\xs = \xs_\text{eq} + \varepsilon_\xs, \theta = \theta_\text{eq} + \varepsilon_\theta)</math>, les equacions es poden (secció D7.1)<span style="text-decoration: underline;">[[D7. Exemples de dinàmica 3D#D7.1 Anàlisi d’equacions del moviment|'''linealitzar''']]</span>. Per a la configuració <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,0)</math>:
 
:<math>\left.\begin{aligned}
\ddot\xs + \frac{\ks}{\ms}\xs -\Ls(\ddth\sth + \dth^2\cth) = 0 \Rightarrow \frac{\ks}{\ms}\xs_{\es\qs} = 0\\
\left(\Rs^2 + \Ls^2\right)\ddth + (\gs - \ddot \xs)\Ls\sth = 0 \Rightarrow \gs\Ls\text{sin}\theta_{\es\qs} = 0
\end{aligned}\right\}\:\: \Rightarrow
 
\begin{cases}
(\xs_\text{eq}, \theta_\text{eq}) = (0,0)\\
(\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg)
\end{cases}
</math>
 
:If we consider a small perturbation of these equilibrium configurations <math>(\xs = \xs_\text{eq} + \varepsilon_\xs, \theta = \theta_\text{eq} + \varepsilon_\theta)</math>, the equations can be <span style="text-decoration: underline;">[[D7. Exemples de dinàmica 3D#D7.1 Anàlisi d’equacions del moviment|'''linearized''']]</span>. For the configuration <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,0)</math>:


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
Line 869: Line 920:
\begin{cases}
\begin{cases}
\ddot\varepsilon_\xs + \frac{\ks}{\ms}\varepsilon_\xs = 0\Rightarrow \ddot\varepsilon_\xs = -\frac{\ks}{\ms}\varepsilon_\xs < 0\\
\ddot\varepsilon_\xs + \frac{\ks}{\ms}\varepsilon_\xs = 0\Rightarrow \ddot\varepsilon_\xs = -\frac{\ks}{\ms}\varepsilon_\xs < 0\\
(\Rs^2 + \Ls^2)\ddot\varepsilon_\theta + (\gs - \ddot\varepsilon_\xs)\Ls\varepsilon_\theta\Rightarrow \ddot\varepsilon_\theta = -\frac{\Ls}{\Rs^2 + \Ls^2}(\gs - \ddot\varepsilon_\xs)\varepsilon_\theta = -\frac{\Ls}{\Rs^2 + \Ls^2}(\gs - |\ddot\varepsilon_\xs|)\varepsilon_\theta < 0
(\Rs^2 + \Ls^2)\ddot\varepsilon_\theta + (\gs - \ddot\varepsilon_\xs)\Ls\varepsilon_\theta = 0\Rightarrow \ddot\varepsilon_\theta = -\frac{\Ls}{\Rs^2 + \Ls^2}(\gs - \ddot\varepsilon_\xs)\varepsilon_\theta = -\frac{\Ls}{\Rs^2 + \Ls^2}(\gs + |\ddot\varepsilon_\xs|)\varepsilon_\theta < 0
\end{cases}
\end{cases}
</math>
</math>


:Ja que <math>\ddot\varepsilon_\xs < 0</math>, <math>\ddot\varepsilon_\theta < 0</math>, es tracta d’una configuració <span style="color:rgb(7,177,84);">'''ESTABLE'''</span>.
:Since <math>\ddot\varepsilon_\xs < 0</math>, <math>\ddot\varepsilon_\theta < 0</math>, it is a <span style="color:rgb(7,177,84);">'''STABLE'''</span> configuration.
 
<br>
:Per a la configuració <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg)</math>:
:For the <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg)</math> configuration:


:<math>\left.\begin{aligned}
:<math>\left.\begin{aligned}
Line 887: Line 938:
\end{cases}</math>
\end{cases}</math>


:Ja que <math>\ddot\varepsilon_\xs > 0</math>, <math>\ddot\varepsilon_\theta > 0</math>, es tracta d’una configuració <span style="color:red;">'''INESTABLE'''</span>.
:Since <math>\ddot\varepsilon_\xs > 0</math>, <math>\ddot\varepsilon_\theta > 0</math>, it is an <span style="color:rgb(255,29,29);">'''UNSTABLE'''</span> configuration.
 
<br>
:<span style="text-decoration: underline;">Estudi de les configuracions d’equilibri en rotació</span>
:<span style="text-decoration: underline;">Study of the equilibrium  configurations under rotation</span>


:Si <math>\dot\psi_0>0</math>, per a <math>\ddot\xs_\text{eq}(\ts=0) = 0</math>, <math>\dot\xs_\text{eq}(\ts=0) = 0</math>, <math>\ddot\theta_\text{eq}(\ts=0) = 0</math>, <math>\dot\theta_\text{eq}(\ts=0) = 0</math> l’equació del moviment per a la x no canvia (per tant, <math>\xs_\text{eq}=0</math> és estable: <math>\ddot\varepsilon_\xs < 0</math>), però la de la <math>\theta</math> té un terme addicional, i apareixen dues families de configuracions d’equilibri:
:If <math>\dot\psi_0>0</math>, for (<math>\ddot\xs_\text{eq} = 0</math>, <math>\dot\xs_\text{eq} = 0</math>, <math>\ddot\theta_\text{eq} = 0</math>, <math>\dot\theta_\text{eq} = 0</math>) the equation of motion for x does not change (therefore, <math>\xs_\text{eq}=0</math> is stable: <math>\ddot\varepsilon_\xs < 0</math>), but that of <math>\theta</math> has an extra term, and two families of equilibrium configurations appear:  


:<math>
:<math>
Line 897: Line 948:
\begin{cases}
\begin{cases}
\text{sin}\theta_\text{eq} = 0\Rightarrow \theta_\text{eq} = (0,180\deg)\\
\text{sin}\theta_\text{eq} = 0\Rightarrow \theta_\text{eq} = (0,180\deg)\\
\text{cos}\theta_\text{eq} = \frac{\gs}{\Ls\dot\psi_0^2}\Rightarrow\theta_\text{eq}\text{arcos}\left(\frac{\gs}{\Ls\dot\psi_0^2}\right)
\text{cos}\theta_\text{eq} = \frac{\gs}{\Ls\dot\psi_0^2}\Rightarrow\theta_\text{eq}=\text{arcos}\left(\frac{\gs}{\Ls\dot\psi_0^2}\right)
\end{cases}
\end{cases}
</math>
</math>


:La segona família, però, només existeix per sobre d’un valor crític de <math>\dot\psi_0^2</math> ja que la funció <math>\text{cos}\theta_\text{eq}</math> està acotada entre -1 i +1:
:However, the second family only exists above a critical value of <math>\dot\psi_0^2</math> since the <math>\text{cos}\theta_\text{eq}</math> function is bounded between -1 and +1:


:<math>|\text{cos}\theta_\text{eq}| \leq 1\Rightarrow \dot\psi_0\geq\dot\psi_\text{cr}\equiv\sqrt\frac{\gs}{\Ls}</math>
:<math>|\text{cos}\theta_\text{eq}| \leq 1\Rightarrow \dot\psi_0\geq\dot\psi_\text{cr}\equiv\sqrt\frac{\gs}{\Ls}</math>


:Per a la configuració <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,0)</math>, la linealització de l’equació del moviment per a la <math>\theta</math> condueix a:
:For the <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,0)</math> configuration, the linearization of the equation of motion for <math>\theta</math> leads to:  


:<math>(\Rs^2 + \Ls^2)\ddot\varepsilon_\theta + (\gs - \Ls\dot\psi_0^2)\Ls\varepsilon_\theta = 0 \Rightarrow \ddot\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}(\dot\psi_0^2 - \frac{\gs}{\Ls})\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}(\dot\psi_0^2 - \dot\psi_{\cs\rs}^2)\varepsilon_\theta</math>
:<math>\left(\Rs^2 + \Ls^2\right)\ddot\varepsilon_\theta + \left(\gs - \Ls\dot\psi_0^2\right)\Ls\varepsilon_\theta = 0 \Rightarrow \ddot\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 - \frac{\gs}{\Ls}\right)\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 - \dot\psi_{\cs\rs}^2\right)\varepsilon_\theta</math>


:Si <math>\dot\psi_0 < \dot\psi_{\cs\rs}</math> i <math>\ddot\varepsilon_\theta < 0</math>, la configuració és <span style="color:rgb(7,177,84);">'''ESTABLE'''</span>. Si <math>\dot\psi_0 > \dot\psi_{\cs\rs}</math> i <math>\ddot\varepsilon_\theta > 0</math>, la configuració és <span style="color:red;">'''INESTABLE'''</span>.  
:If <math>\dot\psi_0 < \dot\psi_{\cs\rs}</math> and <math>\ddot\varepsilon_\theta < 0</math>, the configuration is <span style="color:rgb(7,177,84);">'''STABLE'''</span>. If <math>\dot\psi_0 > \dot\psi_{\cs\rs}</math> and <math>\ddot\varepsilon_\theta > 0</math>, the configuration is <span style="color:red;">'''UNSTABLE'''</span>.  




:Per a la configuració <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg)</math>, l’equació del moviment per a la <math>\theta</math> linealitzada és:
:For the <math>(\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg)</math>, configuration, the linearized equation of motion for <math>\theta</math> is:


:<math>(\Rs^2 + \Ls^2)\ddot\varepsilon_\theta - (\gs + \Ls\dot\psi_0^2)\Ls\varepsilon_\theta = 0 \Rightarrow \ddot\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}(\dot\psi_0^2 + \frac{\gs}{\Ls})\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}(\dot\psi_0^2 + \dot\psi_{\cs\rs}^2)\varepsilon_\theta > 0</math>
:<math>\left(\Rs^2 + \Ls^2\right)\ddot\varepsilon_\theta - \left(\gs + \Ls\dot\psi_0^2\right)\Ls\varepsilon_\theta = 0 \Rightarrow \ddot\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 + \frac{\gs}{\Ls}\right)\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 + \dot\psi_{\cs\rs}^2\right)\varepsilon_\theta > 0</math>


:La configuració és <span style="color:red;">'''INESTABLE'''</span> per a qualsevol valor de <math>\dot\psi_0^2</math>.
:The configuration is <span style="color:red;">'''UNSTABLE'''</span> for all <math>\dot\psi_0^2</math> values.


:L’estudi de les configuracions <math>\theta_\text{eq} = \text{arcos}(\gs/\Ls\dot\psi_0^2) = \text{arcos}(\dot\psi_{\cs\rs}^2/\dot\psi_0^2)</math> es fa de manera anàloga, però és més farragós. Per aquest motiu, no es fa.
:The study of configurations <math>\theta_\text{eq} = \text{arcos}\left(\gs/\Ls\dot\psi_0^2\right) = \text{arcos}\left(\dot\psi_{\cs\rs}^2/\dot\psi_0^2\right)</math> can be done in the same way, but it takes much longer. For this reason, it is not done.


'''ANIMACIO'''
'''ANIMACIO'''

Latest revision as of 18:26, 18 March 2026

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EN CONSTRUCCIÓ

In this unit, the systematic procedure proposed in section D6.4 is applied to 3D dynamics examples to obtain equations of motion and motor torques. A systematic analysis of the equations of motion is also presented.

D7.1 Analysis of the equations of motion

Obtaining the equations of motion of the free DoF of multibody systems is not, in general, the objective of dynamics problems, but rather a previous step to their integration in order to know how the coordinates that describe the configuration of the system evolve over time:

[math]\displaystyle{ \ddot{\qs}_{i}\xrightarrow[]{\int{\ds\ts}}\dot{\qs}_\is\xrightarrow[]{\int{\ds\ts}}{\qs_\is} }[/math]

However, these equations are often nonlinear, and their integration is necessarily numerical. Despite this, there are some aspects of the system's behavior that can be investigated analytically.

Equilibrium configurations

Equilibrium configurations are those configurations for which, if the system is left at rest [math]\displaystyle{ (\dot{\qs}_{\text{j,eq}} = 0) }[/math], it remains at rest [math]\displaystyle{ (\ddot{\qs}_{\text{j,eq}} = 0) }[/math]. Therefore, the value of the coordinates in equilibrium is given by:


[math]\displaystyle{ \ddot{\qs}_i = f(\qs_j, \dot{\qs}_j, \ddot{\qs}_j, \text{ dynamic parameters, geometric parameters}), i = 1...N }[/math]

[math]\displaystyle{ \downarrow(\dot{\qs}_{j,eq} = 0, \ddot{\qs}_{j, eq} = 0) }[/math]

[math]\displaystyle{ 0 = {\fs}_{i,eq}({\qs}_{j, eq}, \text{ dynamic parameters, geometric parameters}), i = 1...N }[/math]


The equation that defines the [math]\displaystyle{ \qs_{\text{j,eq}} }[/math] may be transcendental and not have an analytical solution. In this case, a numerical or graphical solution may be used.

Analysis of small oscillations about an equilibrium configuration

If the value of the coordinates is considered to be very close to that of an equilibrium configuration [math]\displaystyle{ (\qs_\js = \qs_{\text{j,eq}} + \varepsilon_\js, }[/math] with [math]\displaystyle{ \varepsilon_\js \lt \lt 1 }[/math], hence [math]\displaystyle{ \varepsilon_\js^2 \approx 0 }[/math]), the nonlinear functions appearing in the equations of motion can be approximated by the linear terms of their Taylor series expansion. For example:

  • if polynomials of degree greater than 1 appear:
[math]\displaystyle{ \qs = \qs_{\text{eq}} + \varepsilon }[/math]
[math]\displaystyle{ \qs^2 = (\qs_{\text{eq}} + \varepsilon)^2 = \varepsilon^2 + 2\qs_{\text{eq}}\varepsilon + \qs_{\text{eq}}^2\approx \varepsilon^2 + 2\qs_{\text{eq}} }[/math]
[math]\displaystyle{ \qs^3 = (\qs_{\text{eq}} + \varepsilon)^3 = \varepsilon^3 + 3\qs_{\text{eq}}\varepsilon^2 + 3\qs_{\text{eq}}^2\varepsilon + \qs_{\text{eq}}^3\approx 3\qs_{\text{eq}}^2\varepsilon + \qs_{\text{eq}}^3 }[/math]
  • if it is an angular coordinate [math]\displaystyle{ (\qs_\js=\theta) }[/math] and sine and cosine functions appear:


[math]\displaystyle{ \left.\begin{aligned} \theta = \theta_\text{eq} + \varepsilon\\ \sth = \text{sin}(\theta_\text{eq} + \varepsilon) = \text{sin}\theta_\text{eq}\:\text{cos}\varepsilon + \text{cos}\theta_\text{eq}\:\text{sin}\varepsilon\\ \cth = \text{cos}(\theta_\text{eq} + \varepsilon) = \text{cos}\theta_\text{eq}\:\text{cos}\varepsilon -\text{sin}\theta_\text{eq}\:\text{sin}\varepsilon\\ \text{sin}\varepsilon = \varepsilon - (1/3!)\varepsilon^3 + ... \simeq \varepsilon\\ \text{cos}\varepsilon = 1 - (1/2)\varepsilon^2 + ... \simeq 1 \end{aligned}\right\} \Rightarrow \begin{cases} \text{sin}(\theta_\text{eq} + \varepsilon) \simeq\text{sin}\theta_\text{eq} + \varepsilon\text{cos}\theta_\text{eq}\\ \text{cos}(\theta_\text{eq} + \varepsilon) \simeq\text{cos}\theta_\text{eq} - \varepsilon\text{sin}\theta_\text{eq} \end{cases} }[/math]


Once linearized, the equation is of the form: [math]\displaystyle{ \As\ddot\varepsilon + \Bs\dot\varepsilon + \text{C}\varepsilon = 0 }[/math], where A, B, and C are scalars. In this course, however, the equation is often simpler and contains no first time derivative: [math]\displaystyle{ \As\ddot\varepsilon + \Bs\varepsilon = 0 }[/math]. The general solution is: [math]\displaystyle{ \varepsilon(\ts) = \as\text{sin}(\omega\ts + \varphi) }[/math], with [math]\displaystyle{ \omega = \sqrt{\Bs/\As} }[/math]. The integration constants ([math]\displaystyle{ \as, \varphi }[/math]) depend on the initial conditions [math]\displaystyle{ \varepsilon(\ts = 0)\equiv \varepsilon_0, \dot\varepsilon(\ts = 0)\equiv\dot\varepsilon_0 }[/math].


💭 Proof ➕
The solution [math]\displaystyle{ \varepsilon(\ts) }[/math] of the equation [math]\displaystyle{ \As\ddot\varepsilon + \Bs\varepsilon = 0 }[/math] must be a function whose second time derivative is proportional to the function before differentiation. The sine, cosine and exponential functions satisfy this condition. If the first one (with two integration constants) is tested:
[math]\displaystyle{ \varepsilon(\ts) = \as\text{sin}(\omega\ts + \varphi), \:\:\ \dot\varepsilon(\ts) = \as\omega\text{cos}(\omega\ts + \varphi), \:\: \ddot\varepsilon(\ts) = -\as\omega^2\text{sin}(\omega\ts + \varphi) }[/math]
If these expressions are substituted into the equation of motion:
[math]\displaystyle{ -\As\as\omega^2\text{sin}(\omega\ts + \varphi) +\Bs\as\text{sin}(\omega\ts + \varphi) = 0\Rightarrow\omega = \sqrt{\frac{B}{A}} }[/math]


The motion is an oscillation around the equilibrium configuration [math]\displaystyle{ \qs_{\es\qs} }[/math] whose angular frequency [math]\displaystyle{ (\omega) }[/math] depends on system parameters.
The integration constants, on the other hand, depend on the initial conditions ([math]\displaystyle{ \varepsilon(\ts = 0)\equiv \varepsilon_0 = \as\text{sin}(\varphi) }[/math], [math]\displaystyle{ \dot\varepsilon(\ts = 0)\equiv\dot\varepsilon_0 = \as\omega\text{cos}(\varphi) }[/math]), and therefore, are not intrinsic to the system.
  • position initial conditions:
[math]\displaystyle{ \left.\begin{aligned} \varepsilon(\ts = 0)\equiv \varepsilon_0\neq 0 \\ \dot\varepsilon(\ts = 0) = 0 \end{aligned}\right\} \Rightarrow\left\{\begin{aligned} \varphi = 90\deg\\ \as = \varepsilon_0 \end{aligned}\right. }[/math]
  • velocity initial conditions:
[math]\displaystyle{ \left.\begin{aligned} \varepsilon(\ts = 0) = 0 \\ \dot\varepsilon(\ts = 0)\equiv \varepsilon_0\neq 0 \end{aligned}\right\} \Rightarrow\left\{\begin{aligned} \varphi = 0\deg\\ \as = \dot\varepsilon_0/\omega \end{aligned}\right. }[/math]
  • position and velocity initial conditions:
[math]\displaystyle{ \left.\begin{aligned} \varepsilon(\ts = 0)\equiv \varepsilon_0\neq 0 \\ \dot\varepsilon(\ts = 0)\equiv \varepsilon_0\neq 0 \end{aligned}\right\} \Rightarrow\left\{\begin{aligned} \text{tan}\varphi = \omega(\varepsilon_0/\dot\varepsilon_0)\\ \as = \sqrt{\varepsilon_0^2 + (\varepsilon_0/\omega)^2} \end{aligned}\right. }[/math]


Analysis of the stability of small oscillations about an equilibrium configuration

Oscillations about an equilibrium configuration are only possible when that configuration is stable. Stability can be analyzed very easily from the linearized equation of motion:

[math]\displaystyle{ \As\ddot\varepsilon + \Bs\varepsilon = 0\Rightarrow\ddot\varepsilon = -(\Bs/\As)\varepsilon }[/math]

  • [math]\displaystyle{ (\Bs/\As) \gt 0 \Rightarrow\ddot\varepsilon\lt 0\Rightarrow\varepsilon(\ts) }[/math] decreases, and the system returns to the equilibrium configuration [math]\displaystyle{ \qs_{\es\qs} }[/math]. It is a STABLE behaviour.
  • [math]\displaystyle{ (\Bs/\As) \lt 0 \Rightarrow\ddot\varepsilon \gt 0\Rightarrow\varepsilon(\ts) }[/math] increases, and the system moves away from the equilibrium configuration [math]\displaystyle{ \qs_{\es\qs} }[/math]. It is UNSTABLE behaviour.

D7.2 General examples

✏️ EXAMPLE D7.1: rotating rectangular plate


D7-Ex1-1-eng.png
The homogeneous rectangular plate, with mass m, is articulated to a massless fork that rotates with constant angular velocity [math]\displaystyle{ \Omega_0 }[/math] relative to the ground under the action of a motor. We want to find the equation of motion associated with the movement between the plate and the fork, and the value of the torque that guarantees a constant [math]\displaystyle{ \Omega_0 }[/math].
D7-Ex1-2-neut.png
Kinematic description:
[math]\displaystyle{ \boxed{\begin{align} \text{AB:ground}\\ \text{REL:fork} \end{align}} }[/math]
[math]\displaystyle{ \velang{plate}{E}=\velang{plate}{AB} = \velang{plate}{REL} + \velang{}{ar} = (\Uparrow\Omega_0) + (\odot\dth) }[/math]
[math]\displaystyle{ \vel{G}{E} = \vel{G}{AB} = \vel{G}{REL} + \vel{G}{ar} = (\nearrow 2\Ls\dth) + (\otimes 2\Ls\Omega_0\sth) }[/math]
Another option to calculate [math]\displaystyle{ \vel{G}{E} }[/math] is rigid body kinematics (rigid body: plate):
[math]\displaystyle{ \vel{G}{E} = \vel{O}{E} + \OGvec\times\velang{plate}{E} = (\searrow 2\Ls)\times[(\Uparrow\Omega_0) + (\odot\dth)] = (\otimes 2\Ls\Omega_0\sth) + (\nearrow 2\Ls\dth) }[/math]


General diagram of interactions
D7-Ex1-3-eng.png
It is a two-DoF system (forced [math]\displaystyle{ \Omega_0 }[/math], free [math]\displaystyle{ \dth }[/math]) with 10 constraint unknowns. On the other hand, it contains 2 rigid bodies, and the two vector theorems generate 6 equations per solid. The problema is determinate:


equations: 2 rigid bodies [math]\displaystyle{ \times\frac{6\text{ eqs}}{\text{r.body}} = 12\text{eqs} }[/math]
unknowns: 2 associated with the DoF + 10 constraint unk. = 12 unk.
Roadmap for the equation of motion
The plate is the only element whose movement depends on [math]\displaystyle{ \dth }[/math]. Therefore, the systems where [math]\displaystyle{ \ddth }[/math] will appear when applying the vector theorems are: plate, plate + fork.
D7-Ex1-4-eng.png
5 constraint unk. + [math]\displaystyle{ \ddth = }[/math] 6 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\:\:\:\: }[/math] 5 constraint unk. + [math]\displaystyle{ \Gamma + \ddth = }[/math] 7 unk.
The six equations generated when applying the vector theorems to the plate allow the calculation of the 6 unknowns, while in the other option, the number of unknowns exceeds the number of equations that can be generated. The external interactions on the plate are:
D7-Ex1-5-neut.png
The characterization of the constraint torsor of the fork on the plate at point [math]\displaystyle{ \Os }[/math] is straightforward whether the base B or B’ is used.
If the AMT is applied, the three components include constraint unknowns. If the AMT is applied at [math]\displaystyle{ \Os }[/math], the constraint force will not appear, and component 3 (or 3’) will be free of constraint unknowns.
A good proposal is: [math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM(plate), AMT at }\Os]_{3=3'}} }[/math]
AMT at [math]\displaystyle{ \Os: \:\: \sum\vec{\Ms}_{\text{ext}}(\Os) = \dot{\vec{\Hs}}_\text{RTO}(\Os) }[/math]
[math]\displaystyle{ \Os\in }[/math] plate: [math]\displaystyle{ \vec{\Hs}_\text{RTO}(\Os) = \Is\Is(\Os)\velang{plate}{RTO=E} = \Is\Is(\Os)[(\Uparrow\Omega_0) + \odot\dth] }[/math]
In order to have an inertia tensor with constant terms, it is convenient to use the B vector basis fixed to the plate:
[math]\displaystyle{ [\Is\Is(\Os)]_\Bs = \mat{\I{large}}{0}{0}{0}{\I{low}}{0}{0}{0}{\I{large + low}} }[/math], with [math]\displaystyle{ \left\{\begin{aligned} \I{low} = (4/3)\ms\Ls^2 \\ \I{large} = (16/3)\ms\Ls^2 \end{aligned}\right. }[/math]
[math]\displaystyle{ \left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = \mat{\I{large}}{0}{0}{0}{\I{low}}{0}{0}{0}{\I{large + low}}\vector{\Omega_0\sth}{\Omega_0\cth}{\dth} = \vector{\I{large}\Omega_0\sth}{\I{low}\Omega_0\cth}{(\I{large} + \I{low})\dth} }[/math]
[math]\displaystyle{ \left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \vector{\I{large}\Omega_0\dth\cth}{-\I{low}\Omega_0\dth\sth}{(\I{large} + \I{low})\ddth} + \vector{\Omega_0\sth}{\Omega_0\cth}{\dth}\times\vector{\I{large}\Omega_0\sth}{\I{low}\Omega_0\cth}{(\I{large} + \I{low})\dth} }[/math]
[math]\displaystyle{ \left.\begin{aligned} \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_3 = (\I{large} + \I{low})\ddth + (\I{large} - \I{low})\Omega_0^2\sth\cth\\ \sum\vec{\Ms}_{\text{ext}}(\Os)]_3 = -\ms\gs 2\Ls\sth \end{aligned}\right\} \Rightarrow \boxed{(\I{large} + \I{low})\ddth + \left[2\ms\gs\Ls + (\I{low} - \I{large})\Omega_0^2\cth\right]\sth = 0} }[/math]
If [math]\displaystyle{ \I{large} }[/math] and [math]\displaystyle{ \I{low} }[/math] are substituted and by the values given in the tables, the equation becomes:
[math]\displaystyle{ \boxed{\frac{10}{3}\ddth + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\cth\right)\sth = 0} }[/math]


Analysis of the equation of motion: equilibrium configurations
[math]\displaystyle{ \left(\frac{\gs}{\Ls} - 2\Omega_0^2\cth_\text{eq}\right)\sth_\text{eq} = 0 }[/math]. This equation has two families of solutions:
[math]\displaystyle{ \left\{\begin{aligned} \sth_\text{eq} = 0\Rightarrow \theta_\text{eq} = 0,180\deg\\ \frac{\gs}{\Ls} - 2\Omega_0^2\cth_\text{eq} = 0\Rightarrow \cth_\text{eq} = \frac{\gs}{2\Ls\Omega_0^2} \end{aligned}\right. }[/math]


Since the cosine function is bounded between -1 and +1, the second family only exists if [math]\displaystyle{ \frac{\gs}{2\Ls\Omega_0^2} \leq 1 }[/math], and this is true only if the angular velocity [math]\displaystyle{ \Omega_0 }[/math] is above the critical value [math]\displaystyle{ \Omega_\text{cr} = \sqrt{\frac{\gs}{2\Ls}} }[/math].


Analysis of the equation of motion: motion of the plate relative to the fork
Since this is a nonlinear equation (due to the sine function), the general motion is obtained by numerical integration.
Analytical analysis for small amplitudes [math]\displaystyle{ (\varepsilon) }[/math] about an equilibrium configuration [math]\displaystyle{ \theta_\text{eq} }[/math] can be done by approximating the trigonometric functions (section D7.1):
[math]\displaystyle{ \left.\begin{aligned} \theta = \theta_\text{eq} + \varepsilon\\ \varepsilon^2\approx 0 \end{aligned}\right\}\Rightarrow \frac{10}{3}\ddot{\varepsilon} + \left[\frac{\gs}{\Ls} + 2\Omega_0^2(\text{sin}^2\theta_\text{eq} - \text{cos}^2\theta_\text{eq})\right]\varepsilon + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\cth_\text{eq}\right)\sth_\text{eq} = 0 }[/math]
For small amplitudes around [math]\displaystyle{ \theta_\text{eq} = 0 }[/math], , the equation of motion is [math]\displaystyle{ \frac{10}{3}\ddot{\varepsilon} + \left(\frac{\gs}{\Ls} - 2\Omega_0^2\right)\varepsilon = 0 }[/math].
If the initial conditions are [math]\displaystyle{ (\dot\varepsilon = 0, \varepsilon\neq 0) }[/math], , the time evolution of [math]\displaystyle{ \varepsilon }[/math] is given by: [math]\displaystyle{ \ddot{\varepsilon} = \frac{3}{10}\left(2\Omega_0^2 - \frac{\gs}{\Ls}\right)\varepsilon }[/math].
  • For [math]\displaystyle{ \Omega_0^2 \gt \frac{\gs}{2\Ls},\: \ddot\varepsilon \gt 0\Rightarrow \varepsilon }[/math] increases. It is an UNSTABLE configuration, and no oscillation around this configuration is possible.
  • For [math]\displaystyle{ \Omega_0^2 \lt \frac{\gs}{2\Ls},\: \ddot\varepsilon \lt 0\Rightarrow \varepsilon }[/math] decreases. . The movement is an oscillation about a STABLE. configuration. The angular frequency [rad/s] is [math]\displaystyle{ \omega = 2\pi\fs = \sqrt{\frac{3}{10}\left(2\Omega_0^2 - \frac{\gs}{\Ls}\right)} }[/math].
NOTE: If the initial conditions are [math]\displaystyle{ \theta(\ts = 0) = 0 }[/math] and [math]\displaystyle{ \dot\theta(\ts = 0) = 0 }[/math], the pendulum motion does not appear, and the system moves only according with the rotation [math]\displaystyle{ \Omega_0 }[/math].


ANIMACIO
Additional comment
If the plate had been suspended from the fork so that axis 2 was the one with a large moment of inertia and axis 1 was the one with a low moment of inertia, the equation of motion would have been:
D7-Ex1-6-neut.png
[math]\displaystyle{ (\I{large} + \I{low})\ddth + \left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\cth\right]\sth = 0 }[/math]
If linearized around the configuration [math]\displaystyle{ \theta_\text{eq} = 0 }[/math]:
[math]\displaystyle{ (\I{large} + \I{low})\ddot\varepsilon + \left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\right]\varepsilon = 0 }[/math]
For all values of [math]\displaystyle{ \Omega_0 }[/math], the coefficient [math]\displaystyle{ \left[2\ms\gs\Ls + (\I{large} - \I{low})\Omega_0^2\right] }[/math] is positive, hence the [math]\displaystyle{ \theta_\text{eq} = 0 }[/math] configuration is always STABLE.
ANIMACIO
Roadmap for the motor torque
There are two options for calculating the motor torque: fork, fork + plate:
D7-Ex1-7-eng.png

[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\:\: }[/math]10 constraint unk. + [math]\displaystyle{ \Gamma = }[/math] 11 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\:\:\:\: }[/math] 5 constraint unk. + [math]\displaystyle{ \Gamma = }[/math] 6 unk.

D7-Ex1-8-neut.png
The option (fork + plate) is the most suitable. The description of external interactions on this system is shown in the figure.
Since the unknown is a torque, the AMT is the right theorem to arrive at the solution:


[math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (fork + plate), AMT at }\Os]_\text{vert = 2'}} }[/math]
The angular momentum is the same as that calculated before (since the fork has no mass).
[math]\displaystyle{ \left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\}_\Bs = \vector{\I{large}\Omega_0\dth\cth}{-\I{low}\Omega_0\dth\sth}{(\I{large} + \I{low})\ddth} + \vector{\Omega_0\sth}{\Omega_0\cth}{\dth}\times\vector{\I{large}\Omega_0\sth}{\I{low}\Omega_0\cth}{(\I{large} + \I{low})\dth} = \vector{2\I{large}\Omega_0\dth\cth}{-2\I{low}\Omega_0\dth\sth}{...} = \frac{8}{3}\ms\Ls^2\vector{4\Omega_0\dth\cth}{-\Omega_0\dth\sth}{...} }[/math]


[math]\displaystyle{ \left.\begin{aligned} \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_\text{vert} = \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_1 \sth + \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_2 \cth\\ \left.\sum\vec{\Ms}_\text{ext}(\Os)\right]_\text{vert} = \Gamma \end{aligned}\right\} \Rightarrow \boxed{\Gamma =\frac{8}{3}\ms\Ls^2\Omega_0\dth(4\text{cos}^2\theta - \text{sin}^2\theta)} }[/math]

✏️ EXAMPLE D7.2: rotating bars


D7-Ex2-1-eng.png
The system consists of a massless frame and two identical homogeneous bars attached to the frame. The part is articulated to a massless fork which rotates with constant angular velocity [math]\displaystyle{ \Omega_0 }[/math] relative to the ground under the action of a motor. The revolute joint between the frame and the fork allows a free DoF (rotation [math]\displaystyle{ \sth }[/math] with axis orthogonal to the frame), but we want to investigate whether it is possible for this movement not to occur (therefore, investigating whether the equation of motion for the [math]\displaystyle{ \theta }[/math] coordinate can be simply [math]\displaystyle{ \ddth = 0 }[/math] and that the [math]\displaystyle{ \Omega_0 }[/math] rotation remains constant)..
D7-Ex2-2-eng.png
General diagram of interactions
It is a 2-DoF system (forced [math]\displaystyle{ \omega_0 }[/math], free [math]\displaystyle{ \dth }[/math]) with 10 constraint unknowns. On the other hand, it contains 2 rigid bodies, and the two vector theorems generate 6 equations per rigid body. It is a determinate problem:
equations: 2 rigid bodies [math]\displaystyle{ \times\frac{6\text{eqs.}}{\text{r. body}} = 12 }[/math] eqs.
unknowns: 2 associated with the DoF + 10 constraint unk. = 12 unk.


Roadmap for the equation of motion
The plate is the only element whose movement depends [math]\displaystyle{ \dth }[/math]. Therefore, the systems in which [math]\displaystyle{ \ddth }[/math] would appear in the application of the vector theorems are: rigid body, rigid body + fork.
D7-Ex2-3-eng.png
The six equations generated by applying the vector theorems to the rigid body allow the calculation of the 6 unknowns, while in the other option the number of unknowns exceeds the number of equations that can be generated. The external interactions on the piece are shown in the figure.
If the AMT is applied, all three components contain constraint unknowns. If the AMT is applied at [math]\displaystyle{ \Os }[/math], the constraint force will not appear. Hence


[math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (rigid body), AMT at} \Os} }[/math]


AMT at [math]\displaystyle{ \Os:\:\sum\vec{\Ms}_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os) }[/math]
[math]\displaystyle{ \Os\in }[/math] rigid body [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{r.body}{RTO=E}= \Is\Is(\Os)(\Uparrow\Omega_0) }[/math]


In order to have an inertia tensor of constant terms, it is convenient to use the B vector basis fixed to the frame. Since we assumed that the movement corresponds only to the forced GL, that vector basis rotates relative to the ground with angular velocity [math]\displaystyle{ \vec\Omega_0 }[/math].
The qualitative analysis of the inertia tensor can be done by first considering the tensor of each bar at its center of inertia and then adding the Steiner corrections to move to [math]\displaystyle{ \Os }[/math]:
D7-Ex2-4-neut.png
[math]\displaystyle{ [\Is\Is(\Os)] = \mat{\Is}{+|\Is_{12}|}{0}{+|\Is_{12}|}{\Is}{0}{0}{0}{2\Is} + \mat{\Is}{-|\Is_{12}|}{0}{-|\Is_{12}|}{\Is}{0}{0}{0}{2\Is} + \ms\Ls^2\mat{9/2}{-3/2}{0}{-3/2}{1/2}{0}{0}{0}{5} + \ms\Ls^2\mat{1/2}{1/2}{0}{1/2}{1/2}{0}{0}{0}{1} = \mat{2\Is + 5\ms\Ls^2}{-\ms\Ls^2}{0}{-\ms\Ls^2}{2\Is + \ms\Ls^2}{0}{0}{0}{4\Is + 6\ms\Ls^2} }[/math]
D7-Ex2-5-neut.png


Taking into account that [math]\displaystyle{ 2\Is = \frac{1}{3}\ms\Ls^2 : }[/math] [math]\displaystyle{ [\Is\Is(\Os)] = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20} }[/math]
[math]\displaystyle{ \left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}\vector{0}{\Omega_0}{0} = \frac{1}{3}\ms\Ls^2\vector{-3\Omega_0}{4\Omega_0}{0} }[/math]


The angular momentum [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] has a constant value and is contained in the frame plane. Therefore, it rotates with [math]\displaystyle{ \vec\Omega_0 }[/math] relative to the ground and sweeps a conical surface. The [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] time derivative of comes from this change in direction:
[math]\displaystyle{ \dot{\vec{\Hs}}_{\text{RTO}}(\Os) = \velang{H($\Os$)}{RTO}\times\vec{\Hs}_{\text{RTO}}(\Os) = (\Uparrow\Omega_0)\times[(\Leftarrow\ms\Ls^2\Omega_0) + (\Uparrow\I{large}\Omega_0)] = (\odot\ms\Ls^2\Omega_0^2) }[/math]
The time derivative can also be calculated analyically:
[math]\displaystyle{ \left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \{\velang{B}{RTO}\}\times\{\vec{\Hs}_{\text{RTO}}(\Os)\} = \vector{0}{\Omega_0}{0}\times\vector{-\ms\Ls^2\Omega_0}{\I{large}\Omega_0}{0} = \vector{0}{0}{\ms\Ls^2\Omega_0} }[/math]
The only moment about point [math]\displaystyle{ \Os }[/math] external to the rigid body is the constraint moment associated with the revolute joint:
[math]\displaystyle{ \sum\vec{\Ms}_\text{ext}(\Os) = (\Rightarrow\Ms_1) + (\Uparrow\Ms_2) }[/math].
None of those two componentes is consistent with the time derivative of the angular momentum:
[math]\displaystyle{ (\Rightarrow\Ms_1) + (\Uparrow\Ms_2)\neq(\odot\ms\Ls^2\Omega_0^2)❗️❗️ }[/math]
Conclusion: the motion that we were looking for (without the rotation [math]\displaystyle{ \dth }[/math] of the frame relative to the fork but keeping a constant [math]\displaystyle{ \Omega_0 }[/math]) is not possible. The reason is the [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] horizontal component, which is the one that generates [math]\displaystyle{ \dot{\vec{\Hs}}_{\text{RTO}}(\Os)\neq\vec 0 }[/math]. If [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] were strictly vertical (parallel to[math]\displaystyle{ \vec\Omega_0 }[/math]), then [math]\displaystyle{ \dot{\vec{\Hs}}_{\text{RTO}}(\Os)=\vec 0 }[/math], and the application of the AMT would lead to zero value of the two moment components [math]\displaystyle{ \Ms_1 = \Ms_2 = 0 }[/math]. In other words: if the direction of the angular velocity were a principal direction of inertia for point [math]\displaystyle{ \Os }[/math], keeping it constant would be possible without the need for an external moment.
Constant vertical rotation [math]\displaystyle{ \Omega_0 }[/math] can be achieved by applying a force on the frame that generates the required moment. For example, the following forces could be applied with a single finger:
D7-Ex2-7-neut.png


The value of the two forces is different, but the direction of the moment they exert about [math]\displaystyle{ \Os }[/math] is the same.
As long as the finger introduces one of these forces, [math]\displaystyle{ \Omega_0 }[/math] remains constant without changing the frame orientation relative to the horizontal plane (without the appearance of [math]\displaystyle{ \dth }[/math]). According to the principle of action and reaction, the frame exerts on the finger the same force but in opposite direction (that is, the frame “rests” on the finger). If at any time the finger is removed, the frame is left without support and deviates from its initial orientation in a clockwise direction:
D7-Ex2-8-neut.png

ANIMACIONS

ALTERNATIVE
D7-Ex2-9-neut.png


The initial direction of the deflection can be investigated from the equation of motion for the [math]\displaystyle{ \theta }[/math] coordinate, which can be found with the [math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (rigid body), AMT at}\Os]_3} }[/math]:
[math]\displaystyle{ \left\{\vec{\Hs}_\text{RTO}(\Os)\right\} = \frac{1}{3}\ms\Ls^2\mat{16}{-3}{0}{-3}{4}{0}{0}{0}{20}\vector{-\Omega_0\sth}{\Omega_0\cth}{-\dth} }[/math]
[math]\displaystyle{ \left\{\vec{\Hs}_\text{RTO}(\Os)\right\} = \frac{1}{3}\ms\Ls^2\vector{-\Omega_0(16\sth + 3\cth)}{\Omega_0(3\sth + 4\cth)}{-20\dth} }[/math]
[math]\displaystyle{ \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_3 = -\frac{20}{3}\ms\Ls^2\ddth + \ms\Ls^2\Omega_0^2(4\sth\cth + \text{cos}^2\theta - \text{sin}^2\theta) }[/math]
[math]\displaystyle{ \left.\sum\vec{\Ms}_\text{ext}(\Os)\right]_3 = \ms\gs\sqrt{2}\Ls\sth }[/math].
The equation of motion is:
[math]\displaystyle{ \frac{20}{3}\ddth - \Omega_0^2\:[2\text{sin}(2\theta) + \text{cos}(2\theta)] + \frac{\gs}{\Ls}\sqrt{2}\sth = 0 }[/math]
The equilibrium configurations [math]\displaystyle{ (\ddth_{eq} = 0) }[/math] are the solutions of the transcendental equation:
[math]\displaystyle{ \Omega_0^2\:[2\text{sin}(2\theta_\text{eq}) + \text{cos}(2\theta_\text{eq})] = \frac{\gs}{\Ls}\sqrt{2}\text{sin}\theta_\text{eq} }[/math], and it is evident that, if [math]\displaystyle{ \Omega_0\neq 0 }[/math], [math]\displaystyle{ \theta_\text{eq} = 0 }[/math] is not one of them.
The initial conditions are: [math]\displaystyle{ \theta(\ts=0) = 0 }[/math], [math]\displaystyle{ \dth\:(\ts=0) = 0 }[/math]. Substituting them into the equation of motion, the initial acceleration [math]\displaystyle{ \ddth\:(\ts=0) }[/math] can be determined:
[math]\displaystyle{ \frac{20}{3}\ddth\:(\ts=0) - \Omega_0^2 = 0\Rightarrow\ddth\:(\ts=0) = \frac{3}{20}\Omega_0^2\gt 0 }[/math].
The fact that [math]\displaystyle{ \ddth\:(\ts=0)\gt 0 }[/math] indicates that it has the same direction as the deviation [math]\displaystyle{ \theta }[/math] that has been represented in the previous figure. Therefore, a clockwise rotation appears.

✏️ EXAMPLE D7.3: rotating frame with particles


D7-Ex3-1-eng.png
The system consists of a massless frame and two identical particles attached to it. The frame is articulated to a massless fork which rotates with constant angular velocity [math]\displaystyle{ \Omega_0 }[/math] relative to the ground under the action of a motor. The articulation between the frame and the fork allows a free DoF ([math]\displaystyle{ \dth }[/math] rotation with axis orthogonal to the frame), and we want to investigate whether it is possible for this movement not to occur (therefore, investigating whether the equation of the [math]\displaystyle{ \theta }[/math] coordinate movement can be simply [math]\displaystyle{ \ddth = 0 }[/math] and that the [math]\displaystyle{ \Omega_0 }[/math] rotation remains constant..
General diagram of interactions
It is the same kind of system as in example D7.2: it has 2 DoF (forces [math]\displaystyle{ \Omega_0 }[/math], free [math]\displaystyle{ \dth }[/math]) with 10 constraint unknowns. The number of equations that can be generated if the vector theorems are applied to the two rigid bodies is 12: it is a determinate problem.
Roadmap for the equation of motion
The rigid body (frame + particles) is the only element whose movement would depend on [math]\displaystyle{ \dth }[/math]. Therefore, the systems in which [math]\displaystyle{ \ddth }[/math] would appear in the application of the vector theorems are: rigid body, rigid body + fork. As in example D7.2, a suitable roadmap is:
D7-Ex3-2-neut.png
[math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (rigid body), AMT at }\Os} }[/math]
AMT at [math]\displaystyle{ \Os:\:\sum\vec{\Ms}_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os) }[/math]
[math]\displaystyle{ \Os\in }[/math] rigid body: [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{r.body}{RTO = E} = \Is\Is(\Os)(\Uparrow\Omega_0) }[/math]
D7-Ex3-3-neut.png
The inertia tensor in the B vector basis fixed to the frame is straightforward:
[math]\displaystyle{ [\Is\Is(\Os)] = [\Is\Is^\text{up. part.}(\Os)] + [\Is\Is^\text{low. part.}(\Os)] = \ms\Ls^2\left(\mat{0}{0}{0}{0}{1}{0}{0}{0}{1} + (\mat{4}{2}{0}{2}{1}{0}{0}{0}{5}\right) }[/math]
[math]\displaystyle{ \left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = 2\ms\Ls^2 \mat{2}{1}{0}{1}{1}{0}{0}{0}{3}\vector{0}{\Omega_0}{0} = 2\ms\Ls^2\Omega_0\vector{1}{1}{0} }[/math]


The angular momentum [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] has constant value, is contained in the frame plane, and rotates relative to the ground with [math]\displaystyle{ \vec\Omega_0 }[/math] while sweeping a conical surface. The [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] time derivative comes from this change of direction:


[math]\displaystyle{ \dot{\vec{\Hs}}_{\text{RTO}}(\Os) = \velang{H($\Os$)}{RTO}\times\vec{\Hs}_{\text{RTO}}(\Os) = (\Uparrow\Omega_0)\times[(\Rightarrow2\ms\Ls^2\Omega_0) + (\Uparrow\ms\Ls^2\Omega_0)] = (\otimes 2\ms\Ls^2\Omega_0^2) }[/math]
D7-Ex3-4-neut.png
The time derivative can also be obtained analytically:
[math]\displaystyle{ \left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \left\{ \velang{B}{RTO}\right\}\times\left\{ \vec{\Hs}_{\text{RTO}}(\Os)\right\} = \vector{0}{\Omega_0}{0}\times 2\ms\Ls^2\Omega_0\vector{1}{1}{0} = \vector{0}{0}{-2\ms\Ls^2\Omega_0^2} }[/math]
The inertia center of the rigid body is located on the vertical line through [math]\displaystyle{ \Os }[/math], and therefore the only moment about point [math]\displaystyle{ \Os }[/math] external to the rigid body is the constaint moment associated with the revolute joint:



[math]\displaystyle{ \sum\vec\Ms_\text{ext}(\Os) = (\Rightarrow\Ms_1) + (\Uparrow\Ms_2) }[/math]
Neither of these two components can provide the time derivative of the angular momentum:
[math]\displaystyle{ (\Rightarrow\Ms_1) + (\Uparrow\Ms_2)\neq(\otimes 2\ms\Ls^2\Omega_0^2) }[/math]
As in example D7.2, the intended motion (without rotation of the frame relative to the fork but keeping [math]\displaystyle{ \Omega_0 }[/math] constant) is not possible because the direction of the angular velocity is not a principal direction of inertia.
Constant vertical rotation [math]\displaystyle{ \Omega_0 }[/math] can be achieved by applying a force to the frame that generates the required moment. For example, the following forces could be applied with just a finger:
D7-Ex3-5-neut.png
The values of the two forces are different, but the direction of the moment they generate about [math]\displaystyle{ \Os }[/math] is the same.
While one of these forces is introduced, [math]\displaystyle{ \Omega_0 }[/math] remains constant without changing the orientation of the frame relative to the horizontal plane. By the principle of action and reaction, the frame exerts the same force on the finger but in the opposite direction (i.e., the frame “rests” on the finger). If at any time the finger is removed, the frame is left without support and deviates from its initial orientation in a counterclockwise direction:
D7-Ex3-6-neut.png

ANIMACIONS

ALTERNATIVE
D7-Ex3-7-neut.png
The initial direction of the deviation can be investigated from the equation of motion for the [math]\displaystyle{ \theta }[/math] coordinate , which can be found according to the following roadmap: [math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (rigid body), AMT at } \left.\Os\right]_3} }[/math]:
[math]\displaystyle{ \left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = 2\ms\Ls^2\mat{2}{1}{0}{1}{1}{0}{0}{0}{3}\vector{\Omega_0\sth}{\Omega_0\cth}{\dth} = 2\ms\Ls^2\vector{\Omega_0(2\sth + \cth)}{\Omega_0(\sth + \cth)}{3\dth} }[/math]
[math]\displaystyle{ \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_3 = 3\ms\Ls^2\ddth + 2\ms\Ls^2\Omega_0(\sqth - \cqth - \sth\cth) }[/math]
[math]\displaystyle{ \left.\sum\vec\Ms_\text{ext}(\Os)\right]_3 = -2\ms\gs\Ls\sth }[/math]
The equation of motion is:
[math]\displaystyle{ 3\ddth - \Omega_0^2\left[\text{cos}(2\theta) + \frac{1}{2}\text{sin}(2\theta)\right] + \frac{\gs}{\Ls}\sth = 0 }[/math]
The equilibrium configurations [math]\displaystyle{ (\ddth_{\es\qs} = 0) }[/math] are the solutions of the transcendent equation:
[math]\displaystyle{ \Omega_0^2\left[\text{cos}(2\theta_{\es\qs}) + \frac{1}{2}\text{sin}(2\theta_{\es\qs})\right] = \frac{\gs}{\Ls}\text{sin}\theta_{\es\qs} }[/math], and it is evident that [math]\displaystyle{ \theta = 0 }[/math] is not a solution, and that therefore the frame will necessarily acquire a pendulum motion.
The initial conditions are: [math]\displaystyle{ \theta(\ts=0) = 0 }[/math], [math]\displaystyle{ \dth\:(\ts=0) = 0 }[/math]. Substituting those values into the equation of motion, the initial acceleration [math]\displaystyle{ \ddth\:(\ts=0) }[/math] can be determined:
[math]\displaystyle{ 3\ddth\:(\ts=0) - \Omega_0^2 = 0\Rightarrow\ddth\:(\ts=0) = \frac{1}{3}\Omega_0^2\gt 0 }[/math]
The fact that [math]\displaystyle{ \ddth\:(\ts=0)\gt 0 }[/math] indicates that it has the same direction as the [math]\displaystyle{ \theta }[/math] deviation that has been shown in the previous figure. Hence, a counterclockwise rotation appears.

ANIMATIONS

✏️ EXAMPLE D7.4: rotating ball


D7-Ex4-1-eng.png
The ball, with mass m and radius r, keeps a single-point contact with the ground without sliding, and is articulated to a horizontal arm. The arm is articulated to a fork that rotates with constant angular velocity under the action of a motor. The arm and fork have negligible mass. The coefficient of friction in the radial direction between the ball and the ground is zero [math]\displaystyle{ (\mu_\text{rad} = 0) }[/math]. The aim is to investigate whether rotation [math]\displaystyle{ \Omega_0 }[/math] can cause the loss of contact between the ball and the ground.
Kinematic description
The ISA of the ball relative to the ground is the straight line [math]\displaystyle{ \Os\Js }[/math], and the angular velocity can be decomposed into two Euler rotations:
D7-Ex4-2-eng.png
General diagram of interactions
D7-Ex4-3-eng.png
t is a system with one DoF and 17 constraint unknowns. As it consists of three rigid bodies, it is a determinate problem:
(17 constraint unk., 1DoF)[math]\displaystyle{ \Rightarrow }[/math] 18 unknowns
3 rigid bodies [math]\displaystyle{ \times\frac{6\text{ eqs.}}{\text{r. body}} }[/math]= 18 equations
The description of the system can be simplified by treating the arm as CAE, since it has no mass and it only undergoes constraint interactions:
D7-Ex4-4-eng.png
The number of constraint unknowns associated with the indirect constraint between ball and fork through the arm is 4, since the ball has two independent rotations [math]\displaystyle{ (\Omega_3,\Omega_1) }[/math] relative to the fork. The problem remains determinate:
(11 constraint unk., 1DoF)[math]\displaystyle{ \Rightarrow }[/math] 12 unknowns
2 rigid bodies [math]\displaystyle{ \times\frac{6\text{ eqs.}}{\text{r. body}} }[/math] = 12 equations
Roadmap to study contact loss
Contact loss implies the suppression of the constaint between the ball and the ground, therefore the cancellation of the normal force N that the ground exerts on the ball. The two systems to which the vector theorems can be applied to calculate N are: ball, ball + (arm) + fork.
D7-Ex4-5-eng.png
D7-Ex4-6-neut.png
The best option is to apply the vector theorems to the ball, since the number of unknowns is equal to the number of equations that can be generated. The external interactions on the ball are:


If the AMT is applied at [math]\displaystyle{ \Os }[/math], the constraint forces associated with the revolute joint between arm and fork will not appear, and the only moments in the direction perpendicular to the drawing will be associated with the weight and N. Therefore
[math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (ball), AMT at } \Os]_{\perp\text{ drawing}}} }[/math]
The angular momentum [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] can be calculated from the inertia tensor at [math]\displaystyle{ \Os }[/math] (since [math]\displaystyle{ \Os }[/math] is fixed to the ball) or through barycentric decomposition. In the latter case, since the ball is a spherical rotor at [math]\displaystyle{ \Gs }[/math], [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Gs) }[/math] is parallel to the angular velocity of the ball:
D7-Ex4-7-eng.png
[math]\displaystyle{ \begin{aligned} \vec{\Hs}_{\text{RTO}}(\Os) &= \vec{\Hs}_{\text{RTG}}(\Gs) + \OGvec\times\ms\vel{G}{RTO} =\\ &= \left(\Uparrow\frac{2}{5}\ms\rs^2\Omega_0\right) + \left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right) + (\rightarrow\Ls)\times(\otimes\ms\Ls\Omega_0)=\\ &=\left[\Uparrow\ms\left(\frac{2}{5}\rs^2 + \Ls^2\right)\Omega_0\right] + \left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right) \end{aligned} }[/math]
The two components are constant in value, but the horizontal component changes direction due to the vertical rotation[math]\displaystyle{ \vec{\Omega_0} }[/math]:
[math]\displaystyle{ \left.\begin{aligned} \dot{\vec{\Hs}_{\text{RTO}}(\Os)} = (\Uparrow\Omega_0)\times\left(\Leftarrow\frac{2}{5}\ms\rs\Ls\Omega_0\right) = \left(\odot\frac{2}{5}\ms\rs\Ls\Omega_0^2\right)\\ \left.\sum\vec{\Ms}_\text{ext}(\Os)\right]_{\perp\text{drawing}} = (\odot\Ns\Ls)+(\otimes\ms\gs\Ls) = [\odot(\Ns-\ms\gs)\Ls] \end{aligned}\right\}\Rightarrow \boxed{\Ns = \ms\left(g+\frac{2}{5}\rs\Omega_0^2\right)} }[/math]

[math]\displaystyle{ }[/math]

The normal force increases with the angular velocity, hence contact with the ground is always maintained.
Alternative:
If the [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) }[/math] calculation is done from [math]\displaystyle{ \Is\Is(\Os) }[/math] and the time derivative is done analytically:
[math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) = ([\Is\Is(\Gs)]+[\Is\Is^\oplus(\Os)])\velang{ball}{RTO=E} }[/math]
[math]\displaystyle{ \begin{aligned}\left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} &= \left(\frac{2}{5}\ms\rs^2\mat{1}{0}{0}{0}{1}{0}{0}{0}{1} + \ms\Ls^2\mat{0}{0}{0}{0}{1}{0}{0}{0}{1}\right)\vector{(\Ls/\rs)\Omega_0}{\Omega_0}{0}=\ms\Omega_0\vector{(2/5)\rs\Ls}{(2/5)\rs^2+\Ls^2}{0} \end{aligned} }[/math]


[math]\displaystyle{ \left.\begin{aligned} \left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \vector{0}{\Omega_0}{0}\times\ms\Omega_0\vector{(2/5)\rs\Ls}{(2/5)\rs^2 +\Ls^2}{0} = \vector{0}{0}{-\ms\Ls\Omega_0^2}\\ \left\{\sum\vec{\Ms}_\text{ext}(\Os)\right\} = \vector{\Ms_1}{\Ms_2}{0} + \vector{0}{0}{\ms\gs\Ls} + \vector{-\Ts\rs}{\Ts\Ls}{-\Ns\Ls} \end{aligned}\right\}\Rightarrow \boxed{\Ns = \ms\left(g+\rs\Omega_0^2\right)} }[/math]

✏️ EXAMPLE D7.5: rotating ring


D7-Ex5-1-eng.png
The ring, with mass m and radius R, rotates with constant angular velocity [math]\displaystyle{ \dot\varphi_0 }[/math] relative to the massless fork driven by a motor that has the stator (P1) articulated to the fork, and the rotor (P2) fixed to the ring. The fork can rotate relative to the ground with angular velocity [math]\displaystyle{ \dot\psi }[/math]. Initially, [math]\displaystyle{ \dot\psi(t=0) = 0 }[/math]. We want to investigate the evolution of this initial condition, whether the sliding between the ring and the ground will disappear at some point, and the value of the motor torque that guarantees a constant [math]\displaystyle{ \dot\varphi_0 }[/math] while there is sliding.
Kinematic description and general diagram of interactions
For the more general motion in the sliding phase, [math]\displaystyle{ \dot\varphi_0 }[/math] and [math]\displaystyle{ \dot\psi }[/math] are independent, and the description of the system velocities and the GDI (EXAMPLE D3.18) are:
D7-Ex5-2-eng.png
[math]\displaystyle{ {\vvec}_{\textrm{E}}(\textrm{J}) = {\vvec}_{\textrm{E}}(\textrm{G})+\vec{\Omega}_{\textrm{E}}^\text{ring} \times \vec{\textrm{GJ}} = (\odot \textrm{L} \dot{\psi})+[(\Uparrow\dot{\psi})+(⇒\dot{\varphi_0})] \times (↓R) = (\odot L \dot{\psi}) + (\otimes R \dot{\varphi_0}) }[/math]


As for the dynamic description, there are two options depending on whether the direct constraints between the fork and the motor stator (P1), and the stator (P1) and the rotor (P2, fixed to the ring) are considered (option 1), or whether the indirect constraint between the fork and the ring is considered (option 2) (section D3.6):
D7-Ex5-3-eng.png


In both cases, it is a determinate problem:
Option 1: (16 constraint unk., 2DoF)[math]\displaystyle{ \Rightarrow }[/math] 18 unknowns, 3 rigid bodies[math]\displaystyle{ \times\frac{\text{6 eqs.}}{\text{r. body}} = }[/math] 18 equations
Opció 2: (10 constraint unk., 2DoF)[math]\displaystyle{ \Rightarrow }[/math] 12 unknowns, 2 rigid bodies[math]\displaystyle{ \times\frac{\text{6 eqs.}}{\text{r. body}} = }[/math] 12 equations
OPTION 1
In this option, the DGI can be simplified by treating the fork as CAE (since it has zero mass and it only undergoes constraint interactions). The indirect constraint between the P1 and the ceiling (floor) introduces 4 unknowns, since it allows two independent rotations between them:
D7-Ex5-4-eng.png
Roadmap for the equation of motion of the [math]\displaystyle{ \psi }[/math] coordinate
Both the ring and the stator(P1) motion depend on [math]\displaystyle{ \psi }[/math]. Hence, there are three systems to which the vector theorems may be applied: ring, P1, ring+P1.
D7-Ex5-5-eng.png
6 constraint unk. + [math]\displaystyle{ \ddot\psi = }[/math] 7 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\: }[/math] 9 constraint unk. + [math]\displaystyle{ \Gamma + \ddot\psi = }[/math] 11 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\: }[/math] 5 constraint unk. + [math]\displaystyle{ \ddot\psi = }[/math] 6 unk.
The best option is (ring+P1). The characterization of the indirect constraint between P1 and the ceiling is straightforward: since it allows two independent rotations in directions 2 and 3 of P1 relative to the ground, the torsor will contain three force components and one moment component (in direction 1). The external interactions on the system (ring+P1) are:


If the AMT is applied at [math]\displaystyle{ \Os }[/math], the constraint force associated with the indirect constraint between P1 and the ceiling is avoided, and only two constraint unknowns [math]\displaystyle{ (\Ns, \Ms_1) }[/math] will appear. Since there is no component free of link unknowns, it will be necessary to work in principle with all three components to find the equation of motion.
[math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (ring+P1), AMT at }\Os} }[/math]
The angular momentum can be calculated fomr the inertia tensor at [math]\displaystyle{ \Os }[/math] since [math]\displaystyle{ \Os }[/math] is fixed to the ring:
[math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{ring}{RTO=E}=([\Is\Is(\Gs)+\Is\Is^\oplus(\Os)])\velang{ring}{RTO=E},\:\:\:\:\:\: [\Is\Is(\Gs)] = \mat{2\Is}{0}{0}{0}{\Is}{0}{0}{0}{\Is} }[/math], with [math]\displaystyle{ 2\Is = \ms\Rs^2 }[/math]
[math]\displaystyle{ \begin{Bmatrix}{\vec{\Hs}_{\text{RTO}}(\Os)}\end{Bmatrix}_{\text{B}} = \left(\frac{1}{2}\ms\Rs^2\mat{2}{0}{0}{0}{1}{0}{0}{0}{1} + \ms\Ls^2\mat{0}{0}{0}{0}{1}{0}{0}{0}{1}\right)\vector{-\dot\varphi_0}{0}{\dot\psi}=\vector{-\ms\Rs^2\dot\varphi_0}{0}{m((\Rs^2/2)+\Ls^2)\dot\psi} }[/math]
[math]\displaystyle{ \begin{Bmatrix}{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)}\end{Bmatrix}_{\text{B}} = \vector{0}{0}{m((\Rs^2/2)+\Ls^2)\ddot\psi} + \vector{0}{0}{\dot\psi}\times\vector{-\ms\Rs^2\dot\varphi_0}{0}{m((\Rs^2/2)+\Ls^2)\dot\psi} = \vector{0}{-\ms\Rs^2\dot\psi\dot\varphi_0}{m((\Rs^2/2)+\Ls^2)\ddot\psi} }[/math]


The external moments about [math]\displaystyle{ \Os }[/math] come from the weight, the forces at [math]\displaystyle{ \Js }[/math] and the [math]\displaystyle{ \Ms_1 }[/math] moment associated with the indirectt constraint between P1 and gthe floor:
[math]\displaystyle{ \sum\vec\Ms_\text{ext}(\Os) = \dot{\vec{\Hs}}_{\text{RTO}}(\Os)\Rightarrow\ \vector{\mu\Ns\Rs+\Ms_1}{\text{mgL}-\text{NL}}{\mu\text{NL}} = \vector{-\ms\Rs^2\dot\psi\dot\varphi_0}{-\ms\Rs^2\dot\psi\dot\varphi_0}{m((\Rs^2/2)+\Ls^2)\ddot\psi} }[/math]
The second component yields [math]\displaystyle{ \Ns = \ms\gs+\ms\frac{\Rs^2}{\Ls}\dot\psi\dot\varphi_0 }[/math]. Substitution of that value into the third component yields the equation of motion:
[math]\displaystyle{ \boxed{\ddot\psi = \frac{2\mu}{\Rs^2+2\Ls^2}(\gs\Ls+\Rs^2\dot\psi\dot\varphi_0)} }[/math]
Initially, [math]\displaystyle{ \dot\psi(\ts=0)=0\Rightarrow\ddot\psi(\ts=0)=\frac{2\mu gL}{\Rs^2+2\Ls^2}\gt 0 }[/math], and therefore the [math]\displaystyle{ \dot\psi }[/math] angular velocity increases, which increases the normal force. This indicates that there is no risk of losing contact at [math]\displaystyle{ \Js }[/math].
When [math]\displaystyle{ \dot\psi }[/math] reaches the value [math]\displaystyle{ (\text{R}/\text{L})\dot\varphi_0 }[/math], sliding at [math]\displaystyle{ \Js }[/math] stops:
[math]\displaystyle{ \vel{J}{E} = [\otimes (R \dot{\varphi_0}- \text{L}\dot{\psi})] = 0 ⇒ \dot{\psi} = \frac{\Rs}{\Ls}\dot{\varphi_0} }[/math]
From this point on, the system has only 1 DoF, but the number of unknowns increases, since two more components of constraint force appear at [math]\displaystyle{ \Js }[/math] (in addition to N): the problem becomes indeterminate.
Roadmap for the motor torque
Since the motor torque acts between P1 and the ring, the two system options for applying the vector theorems are: ring, P1. Since the equation of motion for the [math]\displaystyle{ \psi }[/math] coordinate and the normal force have already been determined, the number of unknowns in these two cases is:
D7-Ex5-7-eng.png
5 constraint unk. + [math]\displaystyle{ \Gamma = }[/math] 6 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\: }[/math] 9 constraint unk. + [math]\displaystyle{ \Gamma = }[/math] 10 unk.


The best option, then, is to apply the vector theorems to the ring. The external interactions on that rigid body are:
D7-Ex5-8-neut.png
The first component of the AMT at [math]\displaystyle{ \Os }[/math] is free of constraint unknowns (it contains the moment of the friction force, but N is no longer an unknown). Therefore:
[math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (ring), AMT at }\Os]_1} }[/math]
The kinetic moment at [math]\displaystyle{ \Os }[/math] is that of the ring, and the first component of its time derivative is zero:
[math]\displaystyle{ \left.\sum\vec\Ms_\text{ext}(\Os)\right]_1 = \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_1 = 0 \Rightarrow\boxed{\Gamma=\mu\Ns\Rs=\mu\ms\Rs^2\left(\frac{\gs}{\Rs} + \frac{\Rs}{\Ls}\dot\psi\dot\varphi_0\right)} }[/math]




OPTION 2
In option 2, the equation of movement and the motor torque cannot be obtained from just one theorem. For that reason, it will be disregarded.

✏️ EXAMPLE D7.6: rotating ring pendulum


D7-Ex6-1-eng.png
The system consists of a ring, with mass m and radius R, attached to an arm that is articulated to a support. The support can slide along a smooth guide. A linear spring of constant k connects the support and the guide. The whole system rotates around the vertical axis with constant angular velocity [math]\displaystyle{ \dot\psi_0 }[/math] under the action of a motor. The mass of all the elements, except the ring, is negligible. We want to find the equations of motion and study the possible equilibrium configurations.


Kinematic description
D7-Ex6-2-neut.png
It is a system with 3 DoF: the pendulum motion [math]\displaystyle{ \dot\theta }[/math], the motion of the support raltive to the guide (that will be denoted by [math]\displaystyle{ \dot\xs }[/math]) and the forced vertical rotation [math]\displaystyle{ \dot\psi_0 }[/math].
The motion of the ring center [math]\displaystyle{ \Gs }[/math] relative to the ground can be found through a double composition:
[math]\displaystyle{ \left.\begin{aligned} \text{AB: guide} \\ \text{REL: support} \end{aligned}\right\} \vel{G}{AB} = \vel{G}{REL} + \vel{G}{tr} = (\nearrow\Ls\dth) + (\downarrow\dot\xs) }[/math]
[math]\displaystyle{ \left.\begin{aligned} \text{AB: ground} \\ \text{REL: guide} \end{aligned}\right\} \vel{G}{AB} = \vel{G}{REL} + \vel{G}{tr} = (\nearrow\Ls\dth) + (\downarrow\dot\xs) + (\otimes\Ls\dot\psi_0\cth) }[/math]


General diagram of interactions
D7-Ex6-3-eng.png



It is a determinate problem:
(15 constraint unk., 3DoF) [math]\displaystyle{ \Rightarrow }[/math] 18 unknowns
3 rigid bodies [math]\displaystyle{ \times\frac{\text{6 eqs.}}{\text{r. body}} }[/math] = 18 equations




Roadmap for the equation of motion for the [math]\displaystyle{ \theta }[/math] coordinate
The ring motion is the only one that depends on [math]\displaystyle{ \ddth }[/math]. Therefore, the appropriate systems for the application of the vector theorems are: ring, ring+support, ring+support+guide.
D7-Ex6-4-eng.png
5 constraint unk. + [math]\displaystyle{ \ddth + \ddot x = }[/math] 7 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\: }[/math] 5 constraint unk. + [math]\displaystyle{ \ddth + \ddot x = }[/math] 7 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\: }[/math] 5 constraint unk. + [math]\displaystyle{ \ddth + \ddot x + \Gamma = }[/math] 8 unk.
The third option is the least suitable. As for the other two, the external interactions to be taken into account are:
D7-Ex6-5-eng.png
If the AMT at [math]\displaystyle{ \Os }[/math] is applied to the ring, component 1 is free of constraint unknowns, and it is precisely in that direction that the angular velocity [math]\displaystyle{ \dth }[/math] (and therefore the change in its value [math]\displaystyle{ \ddth }[/math]) appears. In the (ring+support) option, that component includes a constraint moment. Therefore:
[math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (ring), AMT at }\left.\Os\right]_1} }[/math]
As point [math]\displaystyle{ \Os }[/math] moves relative to the ground: [math]\displaystyle{ \sum\vec\Ms_\text{ext}(\Os) + \OGvec\times\ms\acc{O}{Gal} = \dot{\vec{\Hs}}_{\text{RTO}} }[/math]
On the other hand, [math]\displaystyle{ \Os }[/math] is a point fixed to the ring: [math]\displaystyle{ \vec{\Hs}_{\text{RTO}}(\Os) = \Is\Is(\Os)\velang{ring}{RTO=E}=\left[\Is\Is(\Gs)+\Is\Is^\oplus(\Os)\right]\left[(\Uparrow\dot\psi_0) + (\odot\dth)\right] }[/math]
[math]\displaystyle{ \left[\Is\Is(\Os)\right] = \mat{2\Is}{0}{0}{0}{\Is}{0}{0}{0}{\Is} + \mat{\ms\Ls^2}{0}{0}{0}{\ms\Ls^2}{0}{0}{0}{0} }[/math], with [math]\displaystyle{ 2\Is = \ms\Rs^2 }[/math]
[math]\displaystyle{ \left\{\vec{\Hs}_{\text{RTO}}(\Os)\right\} = \left( \mat{\ms\Rs^2}{0}{0}{0}{(1/2)\ms\Rs^2}{0}{0}{0}{(1/2)\ms\Rs^2} + \mat{\ms\Ls^2}{0}{0}{0}{\ms\Ls^2}{0}{0}{0}{0}\right)\vector{\dth}{\dot\psi_0\sth}{\dot\psi_0\cth} = \vector{\ms(\Rs^2 + \Ls^2)\dth}{\ms\left[(1/2)\Rs^2 + \Ls^2\right]\dot\psi_0\sth}{(1/2)\ms\Rs^2\dot\psi_0\cth} }[/math]
[math]\displaystyle{ \left\{\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right\} = \vector{\ms(\Rs^2 + \Ls^2)\ddth}{\ms\left[(1/2)\Rs^2 + \Ls^2\right]\dot\psi_0\dth\sth}{-(1/2)\ms\Rs^2\dot\psi_0\dth\cth} + \vector{\dth}{\dot\psi_0\sth}{\dot\psi_0\cth}\times\vector{\ms(\Rs^2 + \Ls^2)\dth}{\ms\left[(1/2)\Rs^2 + \Ls^2\right]\dot\psi_0\sth}{(1/2)\ms\Rs^2\dot\psi_0\cth} }[/math]
[math]\displaystyle{ \left.\dot{\vec{\Hs}}_{\text{RTO}}(\Os)\right]_1 = \ms\left(\Rs^2 + \Ls^2\right)\ddth-\ms\Ls^2\dot\psi_0^2\sth\cth }[/math]
[math]\displaystyle{ \left.\sum\vec\Ms_\text{ext}(\Os)\right]_1 = -\ms\gs\Ls\sth }[/math]
[math]\displaystyle{ \OGvec\times\ms\acc{O}{Gal} = (\searrow\Ls)\times\ms(\downarrow\ddot\xs) = [(\rightarrow\Ls\sth) + (\downarrow\Ls\cth)]\times\ms(\uparrow\ddot\xs) = (\otimes\ms\Ls\ddot\xs\sth) }[/math]


Finally: [math]\displaystyle{ \boxed{(\Rs^2 + \Ls^2)\ddth + (\gs - \ddot\xs - \Ls\dot\psi_0\cth)\Ls\sth = 0} }[/math].
This equation of motion also includes the variable [math]\displaystyle{ \ddot\xs }[/math]. This means that the degrees of freedom [math]\displaystyle{ \dth }[/math] and [math]\displaystyle{ \dot\xs }[/math] are coupled: although the motion begins with initial conditions that are only nonzero for one of them, the other may appear.
The component 1 of the AMT at [math]\displaystyle{ \Os }[/math] for the ring system is the only one where [math]\displaystyle{ \dth }[/math] and [math]\displaystyle{ \ddot\xs }[/math] appear. Therefore, the other equation of motion cannot be determined with either of the other two components.
Roadmap for the equation of motion of the x coordinate
The motion of the ring and the support depend on [math]\displaystyle{ \ddot\xs }[/math]. Hence, the appropriate systems for the application of the vector theorems are: ring, ring+support, support, support+guide, ring+support+guide. Since the equation of motion for [math]\displaystyle{ \theta }[/math] has been determined, [math]\displaystyle{ \ddth }[/math] is no longer an unknown.
D7-Ex6-6-eng.png
5 constraint unk. + [math]\displaystyle{ \ddot x = }[/math] 6 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\:\:\:\:\ }[/math] 5 constraint unk. + [math]\displaystyle{ \ddot x = }[/math] 6 unk.
D7-Ex6-7-eng.png
10 constraint unk. + [math]\displaystyle{ \ddot x = }[/math] 11 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\: }[/math] 10 constraint unk. + [math]\displaystyle{ \ddot x + \Gamma= }[/math] 12 unk.[math]\displaystyle{ \:\:\:\:\:\:\:\:\:\: }[/math] 5 constraint unk. + [math]\displaystyle{ \ddot x + \Gamma = }[/math] 7 unk.


As before, the best options are the first two. The first has already been used, so we will apply the vector theorems to the second. From the description of the external interactions acting on the system (ring+support), it can be seen that the vertical component (direction 3’) of the AMT will be free of constraint unknowns. Therefore: [math]\displaystyle{ \boxed{\text{Roadmap: SYSTEM (ring + support), }\left.\As\Ms\Ts\right]_{3'}} }[/math].
[math]\displaystyle{ \sum\vec\Fs_{\es\xs\ts} = \ms\acc{G}{Gal} }[/math]
Calculation of the [math]\displaystyle{ \Gs }[/math] acceleration:
Option 1: as the time derivative of the velocity described above, since it corresponds to a general configuration.
[math]\displaystyle{ \left\{\vel{G}{E}\right\}_{\Bs'} = \vector{-\Ls\dot\psi_0\cth}{\Ls\dth\cth}{-\dot\xs + \Ls\dth\sth}, \:\:\:\:\:\:\:\: \left\{\acc{G}{E}\right\}_{\Bs'} = \vector{\Ls\dot\psi_0\dth\sth}{-\Ls\dth^2\sth}{-\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth} + \vector{0}{0}{\dot\psi_0}\times\vector{-\Ls\dot\psi_0\cth}{\Ls\dth\cth}{-\dot\xs + \Ls\dth\sth} }[/math]
[math]\displaystyle{ \left.\acc{G}{E}\right]_{3'} = -\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth }[/math]
Option 2: through rigid body kinematics. .
[math]\displaystyle{ \left.\begin{aligned} \Gs\in\text{ring} \\ \Os\in\text{ring} \end{aligned}\right\} \acc{G}{E} = \acc{O}{E} + \velang{ring}{E}\times\velang{ring}{E}\times\OGvec + \accang{ring}{E}\times\OGvec }[/math]
[math]\displaystyle{ \velang{ring}{E} = (\Uparrow\dot\psi_0) + (\odot\dth) }[/math]
The angular acceleration [math]\displaystyle{ \accang{ring}{E} }[/math] is asociated with the change of value and direction of [math]\displaystyle{ \vec{\dth} }[/math]: [math]\displaystyle{ \:\accang{ring}{E} = (\odot\ddth) + (\Rightarrow\dot\psi_0\dth) }[/math]


[math]\displaystyle{ \left\{\acc{G}{E}\right\}_{\Bs'} = \vector{0}{0}{-\ddot\xs} + \vector{\dth}{0}{\dot\psi_0}\times\left(\vector{\dth}{0}{\dot\psi_0}\times\vector{0}{\Ls\cth}{\Ls\sth}\right) + \vector{\ddth}{\dot\psi_0\dth}{0}\times\vector{0}{\Ls\cth}{\Ls\sth} }[/math]
[math]\displaystyle{ \left.\acc{G}{E}\right]_{3'} = -\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth }[/math]


Formulation of the spring force
D7-Ex6-8-neut.png


The vertical translational motion of the support [math]\displaystyle{ (\dot\xs) }[/math] is associated with the variation of an [math]\displaystyle{ \xs }[/math] coordinate whose origin has not yet been defined. It is usual to choose the origin of the coordinates so that they coincide with equilibrium configurations.
If we take [math]\displaystyle{ \xs=0 }[/math] for the equilibrium configuration in the absence of rotation [math]\displaystyle{ \dot\psi_0 }[/math], it is clear that the spring will have to exert an attraction force [math]\displaystyle{ \Fs_0 }[/math] on the pendulum to counteract the weight: [math]\displaystyle{ \Fs_0 = \ms\gs }[/math]. The general formulation of the spring attraction force will then be [math]\displaystyle{ \Fs_\ss^{\as\ts} = \ms\gs + \ks\Delta\rho }[/math].
Since the [math]\displaystyle{ \dot\xs }[/math] motion has been defined as positive downwards, an increase in [math]\displaystyle{ \xs }[/math] implies an increase in the spring length. Therefore [math]\displaystyle{ \Fs_\ss^{\as\ts} = \ms\gs + \ks\xs }[/math].
[math]\displaystyle{ \left.\begin{aligned} \left.\sum\Fs_{\es\xs\ts}\right]_{3'}=\Fs_\ss^\text{at} -\ms\gs = \ks\xs\\ \left.\ms\acc{G}{T}\right]_{3'} = \ms(-\ddot\xs + \Ls\ddth\sth + \Ls\dth^2\cth) \end{aligned}\right\} \Rightarrow \boxed{\ddot\xs + \frac{\ks}{\ms}\xs -\Ls(\ddth\sth + \dth^2\cth) = 0} }[/math]


Comments on the DoF coupling
The initial conditions [math]\displaystyle{ \xs(\ts=0) }[/math], [math]\displaystyle{ \dot\xs(\ts=0) }[/math], [math]\displaystyle{ \theta(\ts=0) }[/math], [math]\displaystyle{ \dth(\ts=0) }[/math] under which the movement is started determine the DoF that will appear.
The initial conditions [math]\displaystyle{ \xs(\ts=0) = \xs_0 }[/math], [math]\displaystyle{ \dot\xs(\ts=0) = \dot\xs_0 }[/math], [math]\displaystyle{ \theta(\ts=0)=0 }[/math], [math]\displaystyle{ \dth(\ts=0) =0 }[/math] will never succeed in provoking the pendulum motion, since the equations for the initial instant are:
[math]\displaystyle{ (\Rs^2 + \Ls^2)\ddth(\ts=0) = 0, \:\:\:\:\:\:\ddot\xs(\ts=0) + \frac{\ks}{\ms}\xs_0 = 0 }[/math].
However, the initial conditions [math]\displaystyle{ \xs(\ts=0) = 0 }[/math], [math]\displaystyle{ \dot\xs(\ts=0) = 0 }[/math], [math]\displaystyle{ \theta(\ts=0)=\theta_0 }[/math], [math]\displaystyle{ \dth(\ts=0) =\dth_0 }[/math] will provoke the vertical motion [math]\displaystyle{ \dot\xs }[/math], since the equation describing the time evolution of [math]\displaystyle{ \dot\xs }[/math] it for the initial instant is:
[math]\displaystyle{ \ddot\xs(\ts=0) -\Ls\left[\ddth(\ts=0)\text{sin}\theta_0 + \dth_0^2\text{cos}\theta_0\right] = 0 }[/math].
ANIMACIO
Study of static equilibrium configurations
The static equilibrium configurations (those that correspond to the system at rest, with [math]\displaystyle{ \dot\psi_0 = 0 }[/math]) are obtained from the equations of motion by imposing [math]\displaystyle{ \ddot\xs_\text{eq} = 0 }[/math], [math]\displaystyle{ \dot\xs_\text{eq} = 0 }[/math], [math]\displaystyle{ \ddth_\text{eq} = 0 }[/math], [math]\displaystyle{ \dth_\text{eq} = 0 }[/math]:
[math]\displaystyle{ \left.\begin{aligned} \ddot\xs + \frac{\ks}{\ms}\xs -\Ls(\ddth\sth + \dth^2\cth) = 0 \Rightarrow \frac{\ks}{\ms}\xs_{\es\qs} = 0\\ \left(\Rs^2 + \Ls^2\right)\ddth + (\gs - \ddot \xs)\Ls\sth = 0 \Rightarrow \gs\Ls\text{sin}\theta_{\es\qs} = 0 \end{aligned}\right\}\:\: \Rightarrow \begin{cases} (\xs_\text{eq}, \theta_\text{eq}) = (0,0)\\ (\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg) \end{cases} }[/math]
If we consider a small perturbation of these equilibrium configurations [math]\displaystyle{ (\xs = \xs_\text{eq} + \varepsilon_\xs, \theta = \theta_\text{eq} + \varepsilon_\theta) }[/math], the equations can be linearized. For the configuration [math]\displaystyle{ (\xs_\text{eq}, \theta_\text{eq}) = (0,0) }[/math]:
[math]\displaystyle{ \left.\begin{aligned} \sth\sim\varepsilon_\theta \\ \cth\sim 1 \end{aligned}\right\} \Rightarrow \begin{cases} \ddot\varepsilon_\xs + \frac{\ks}{\ms}\varepsilon_\xs = 0\Rightarrow \ddot\varepsilon_\xs = -\frac{\ks}{\ms}\varepsilon_\xs \lt 0\\ (\Rs^2 + \Ls^2)\ddot\varepsilon_\theta + (\gs - \ddot\varepsilon_\xs)\Ls\varepsilon_\theta = 0\Rightarrow \ddot\varepsilon_\theta = -\frac{\Ls}{\Rs^2 + \Ls^2}(\gs - \ddot\varepsilon_\xs)\varepsilon_\theta = -\frac{\Ls}{\Rs^2 + \Ls^2}(\gs + |\ddot\varepsilon_\xs|)\varepsilon_\theta \lt 0 \end{cases} }[/math]
Since [math]\displaystyle{ \ddot\varepsilon_\xs \lt 0 }[/math], [math]\displaystyle{ \ddot\varepsilon_\theta \lt 0 }[/math], it is a STABLE configuration.


For the [math]\displaystyle{ (\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg) }[/math] configuration:
[math]\displaystyle{ \left.\begin{aligned} \sth\sim -\varepsilon_\theta \\ \cth\sim -1 \end{aligned}\right\} \Rightarrow \begin{cases} \ddot\varepsilon_\xs + \frac{\ks}{\ms}\varepsilon_\xs = 0\Rightarrow \ddot\varepsilon_\xs = -\frac{\ks}{\ms}\varepsilon_\xs \gt 0\\ (\Rs^2 + \Ls^2)\ddot\varepsilon_\theta - (\gs - \ddot\varepsilon_\xs)\Ls\varepsilon_\theta\Rightarrow \ddot\varepsilon_\theta = \frac{\Ls}{\Rs^2 + \Ls^2}(\gs - \ddot\varepsilon_\xs)\varepsilon_\theta = \frac{\Ls}{\Rs^2 + \Ls^2}(\gs - |\ddot\varepsilon_\xs|)\varepsilon_\theta \gt 0 \end{cases} }[/math]
Since [math]\displaystyle{ \ddot\varepsilon_\xs \gt 0 }[/math], [math]\displaystyle{ \ddot\varepsilon_\theta \gt 0 }[/math], it is an UNSTABLE configuration.


Study of the equilibrium configurations under rotation
If [math]\displaystyle{ \dot\psi_0\gt 0 }[/math], for ([math]\displaystyle{ \ddot\xs_\text{eq} = 0 }[/math], [math]\displaystyle{ \dot\xs_\text{eq} = 0 }[/math], [math]\displaystyle{ \ddot\theta_\text{eq} = 0 }[/math], [math]\displaystyle{ \dot\theta_\text{eq} = 0 }[/math]) the equation of motion for x does not change (therefore, [math]\displaystyle{ \xs_\text{eq}=0 }[/math] is stable: [math]\displaystyle{ \ddot\varepsilon_\xs \lt 0 }[/math]), but that of [math]\displaystyle{ \theta }[/math] has an extra term, and two families of equilibrium configurations appear:
[math]\displaystyle{ (\gs-\Ls\dot\psi_0^2\text{cos}\theta_\text{eq})\Ls\text{sin}\theta_\text{eq} = 0\Rightarrow \begin{cases} \text{sin}\theta_\text{eq} = 0\Rightarrow \theta_\text{eq} = (0,180\deg)\\ \text{cos}\theta_\text{eq} = \frac{\gs}{\Ls\dot\psi_0^2}\Rightarrow\theta_\text{eq}=\text{arcos}\left(\frac{\gs}{\Ls\dot\psi_0^2}\right) \end{cases} }[/math]
However, the second family only exists above a critical value of [math]\displaystyle{ \dot\psi_0^2 }[/math] since the [math]\displaystyle{ \text{cos}\theta_\text{eq} }[/math] function is bounded between -1 and +1:
[math]\displaystyle{ |\text{cos}\theta_\text{eq}| \leq 1\Rightarrow \dot\psi_0\geq\dot\psi_\text{cr}\equiv\sqrt\frac{\gs}{\Ls} }[/math]
For the [math]\displaystyle{ (\xs_\text{eq}, \theta_\text{eq}) = (0,0) }[/math] configuration, the linearization of the equation of motion for [math]\displaystyle{ \theta }[/math] leads to:
[math]\displaystyle{ \left(\Rs^2 + \Ls^2\right)\ddot\varepsilon_\theta + \left(\gs - \Ls\dot\psi_0^2\right)\Ls\varepsilon_\theta = 0 \Rightarrow \ddot\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 - \frac{\gs}{\Ls}\right)\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 - \dot\psi_{\cs\rs}^2\right)\varepsilon_\theta }[/math]
If [math]\displaystyle{ \dot\psi_0 \lt \dot\psi_{\cs\rs} }[/math] and [math]\displaystyle{ \ddot\varepsilon_\theta \lt 0 }[/math], the configuration is STABLE. If [math]\displaystyle{ \dot\psi_0 \gt \dot\psi_{\cs\rs} }[/math] and [math]\displaystyle{ \ddot\varepsilon_\theta \gt 0 }[/math], the configuration is UNSTABLE.


For the [math]\displaystyle{ (\xs_\text{eq}, \theta_\text{eq}) = (0,180\deg) }[/math], configuration, the linearized equation of motion for [math]\displaystyle{ \theta }[/math] is:
[math]\displaystyle{ \left(\Rs^2 + \Ls^2\right)\ddot\varepsilon_\theta - \left(\gs + \Ls\dot\psi_0^2\right)\Ls\varepsilon_\theta = 0 \Rightarrow \ddot\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 + \frac{\gs}{\Ls}\right)\varepsilon_\theta = \frac{\Ls^2}{\Rs^2 + \Ls^2}\left(\dot\psi_0^2 + \dot\psi_{\cs\rs}^2\right)\varepsilon_\theta \gt 0 }[/math]
The configuration is UNSTABLE for all [math]\displaystyle{ \dot\psi_0^2 }[/math] values.
The study of configurations [math]\displaystyle{ \theta_\text{eq} = \text{arcos}\left(\gs/\Ls\dot\psi_0^2\right) = \text{arcos}\left(\dot\psi_{\cs\rs}^2/\dot\psi_0^2\right) }[/math] can be done in the same way, but it takes much longer. For this reason, it is not done.

ANIMACIO

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