Skip to main content

Section 12.3 Power of Internal Actions

We saw in Section 12.1 that the sum of the powers generated by the internal forces acting between any two particles \(P_i\) and \(P_j\) of a system does not vanish, but is in fact independent of the choice of referential relative to which the motion of these particles is observed. This power was denoted \(\Pow_{i\leftrightarrow j}\text{.}\) We seek a similar property for the case of material systems.
Consider two material systems \(\Sigma_1\) and \(\Sigma_2\) of a system \(\Sigma\) in motion relative to a referential \(\cE\text{.}\)

Definition 12.3.1. Power of Interaction.

The power of the interaction between two material systems \(\Si_1\) and \(\Si_2\) is defined as the sum of the powers generated by the action \(\left\{ \cA_{\Sigma _1 \rightarrow \Sigma _2} \right\}\) and by the reaction \(\left\{ \cA_{\Sigma_2 \rightarrow \Sigma_1} \right\}\) relative to \(\cE\text{:}\)
\begin{equation} \Pow_{ \Sigma _1 \leftrightarrow \Sigma_2} = \Pow_{ \Sigma _1 \rightarrow \Sigma_2 / \cE } + \Pow _{ \Sigma _2 \rightarrow \Sigma_1 / \cE} \tag{12.3.1} \end{equation}

Proof.

Consider two referentials \(\cE\) and \(\cF\text{.}\) To compare the powers of the action and reaction in \(\cE\) and \(\cF\text{,}\) we determine the difference
\begin{equation*} \underbrace{\Pow_{ \Sigma _1 \rightarrow \Sigma_2 / \cE } + \Pow_{\Sigma _2 \rightarrow \Sigma_1/\cE })} _{\Sigma _1 \leftrightarrow \Sigma_2 / \cE } - \underbrace{(\Pow_{ \Sigma _1 \rightarrow \Sigma_2 / \cF }+ \Pow_{ \Sigma_2 \rightarrow \Sigma_1 / \cF} )} _{\Sigma _1 \leftrightarrow \Sigma_2 / \cF } \end{equation*}
We can simplify the power difference \((\Pow_{ \Sigma _1 \rightarrow \Sigma_2 / \cE } -\Pow_{\Sigma _1 \rightarrow \Sigma_2/\cF })\) assuming that the action \(\{ \cA_{\Sigma _1 \rightarrow \Sigma _2}\}\) (and the reaction) is the result of contact forces \(\bof^c_{1 \rightarrow 2} (Q)\)
\begin{align*} \Pow _{\Sigma _1 \rightarrow \Sigma _2 / \cE } - \Pow _{\Sigma _1 \rightarrow \Sigma _2 / \cF } \amp = \int_{\partial\Sigma _2} \bof ^c_{1 \rightarrow 2} (Q) \cdot (\vel_{Q/\cE} - \vel_{Q/\cF}) dA\\ \amp = \int_{\partial\Sigma _2} \bof ^c_{1 \rightarrow 2} (Q) \cdot \vel_{Q\in \cF/\cE} dA \\ \amp = \{ \cA^c_{\Sigma _1 \rightarrow \Sigma _2} \} \cdot \{ {\cal V}_{ \cF / \cE } \} \end{align*}
This last result also applies for gravitational interactions. Consequently, we have
\begin{equation*} \Pow _{\Sigma _1 \leftrightarrow \Sigma_2 / \cE }- \Pow _{\Sigma _1 \leftrightarrow \Sigma_2 / \cF } = \left\{ \cA_{\Sigma _1 \rightarrow \Sigma _2} \right\} \cdot \left\{ {\cal V}_{ \cF / \cE } \right\} + \underbrace{\left\{ \cA_{\Sigma _2 \rightarrow \Sigma _1} \right\} }_{ - \left\{ \cA_{\Sigma _1 \rightarrow \Sigma _2} \right\} } \cdot \left\{ {\cal V}_{ \cF / \cE } \right\} = 0 \end{equation*}
This shows that the sum of the powers generated by the action \(\{ \cA_{\Sigma _1 \rightarrow \Sigma _2}\}\) and the reaction \(\{ \cA_{\Sigma _2 \rightarrow \Sigma _1}\}\) is independent of the chosen referential \(\cE\) relative to which the motions of \(\Sigma_1\) and \(\Sigma_2\) are observed.
Note that this property is implicit in the notation \(\Pow_{ \Sigma _1 \leftrightarrow \Sigma_2}\text{.}\) This last result can be used to determine the power of interaction between two rigid bodies \(\cB_1\) and \(\cB_2\) of a system \(\Si\text{.}\)

Remark 12.3.4.

We will often denote power \(\Pow_{ \cB_1 \leftrightarrow \cB_2 }\) simply \(\Pow_{1 \leftrightarrow 2}\text{.}\)

Remark 12.3.5.

Formula (12.3.2) offers a practical way to determine powers of interaction between rigid bodies.

Example 12.3.6.

A cylindrical pipe 2 is pulled by a conveyor belt 1 in translational motion at velocity \(v_1 \bx_1\) relative to a referential 0. Neglect rolling frictional effects.
Figure 12.3.7.
Find the expression of
  1. the external power \(\Pow^c_{1\to 2/0}\) of the contact action exerted by body 1 on body 2,
  2. the (internal) power \(\Pow^c_{1 \leftrightarrow 2}\) of interaction between body 1 and body 2.
Simplify these expressions when body 2 rolls without slipping on body 1.
Solution.
With the notations of Figure 12.3.7 and Figure 12.3.8, we write the contact action screw of body 1 on body 2 in the following form
\begin{equation*} \{ \cA^c_{1 \rightarrow 2} \} = \begin{Bmatrix} N_{12} \by_1 + F_{12} \bx_1 \\ \bze \end{Bmatrix}_I \end{equation*}
Figure 12.3.8.
From the point of view of body 2 in motion relative to referential 0, this action is external: its power (relative to referential 0) is found as
\begin{equation*} \Pow^c_{1\to 2/0}= \{ \cA^c_{1 \rightarrow 2} \} \cdot \{ {\cal V}_{2 / 0} \} = \begin{Bmatrix} N_{12} \by_1 + F_{12} \bx_1 \\ \bze \end{Bmatrix}_I \cdot \begin{Bmatrix} \bom_{2/0} \\ \vel_{I\in 2/0} \end{Bmatrix} \end{equation*}
This gives the expression
\begin{equation*} \Pow^c_{1\to 2/0}= (N_{12} \by_1 + F_{12} \bx_1 ) \cdot \vel_{I\in 2/0} \end{equation*}
From the point of view of system \(\Si =\{1,2\}\text{,}\) this action is internal. The (internal) power of interaction is given by
\begin{equation*} \Pow^c_{1 \leftrightarrow 2} = \Pow^c_{1 \to 2/1} = \{ \cA^c_{1 \rightarrow 2} \} \cdot \{ {\cal V}_{2 / 1} \} =(N_{12} \by_1 + F_{12} \bx_1 ) \cdot \vel_{I\in 2/1} \end{equation*}
This gives the expression
\begin{equation*} \Pow^c_{1 \leftrightarrow 2 }= F_{12} \bx_1 \cdot \vel_{I\in 2/1} \end{equation*}
since the slip velocity \(\vel_{I\in 2/1}\) is directed along \(\bx_1\text{.}\) Note that this power is always negative, since the friction force \(F_{12}\bx_1\) is always opposed to the slip velocity \(\vel_{I\in 2/1}\text{.}\) We do not know the sign of power \(\Pow^c_{1\to 2/0}\text{.}\)
When body 2 rolls without slipping, we have \(\vel_{I\in 2/1}= \bze\text{,}\) leading to
\begin{equation*} \Pow^c_{1 \leftrightarrow 2} = 0 \end{equation*}
Using the kinematic identity \(\vel_{I\in 2/0}= \vel_{I\in 2/1} +\vel_{I\in 1/0}= v_1 \bx_1\text{,}\) we find
\begin{equation*} \Pow^c_{1\to 2/0}= (N_{12} \by_1 + F_{12} \bx_1 ) \cdot v_1 \bx_1 = v_1 F_{12} \end{equation*}