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Rotational systems

Newton’s laws (rotational version)

In this lecture, we consider mechanical systems with rotational motion along a single fixed axis. We will begin by specializing Newton’s laws from the previous section.

The rotational version of Newton’s second law is not a new principle; it follows from Newton’s laws for translational motion. For a complete derivation, see the appendix on Newton’s laws.

Pendulums

Among the simplest rotational systems are pendulums. We will see several examples.

Example: simple pendulum

Let’s start with the pendulum shown in Figure 1 below. We assume the rod is massless (all the mass is concentrated at the end), and we have two external forces: a torque TT applied at the pivot, and gravity.

Pendulum under the influence of gravity and an applied torque at the pivot.

Figure 1:Pendulum under the influence of gravity and an applied torque at the pivot.

As with the linear case, we draw a free body diagram to keep track of all the external torques.

Left: Free body diagram of the pendulum from . Right: Gravity force acting on the mass, decomposed into radial and tangential components (only the tangential component contributes to the torque about the pivot).

Figure 2:Left: Free body diagram of the pendulum from Figure 1. Right: Gravity force acting on the mass, decomposed into radial and tangential components (only the tangential component contributes to the torque about the pivot).

The moment of inertia of the pendulum about the pivot is J=m2J = m\ell^2, since all the mass is concentrated at the tip of the pendulum.

The torque due to gravity is the moment arm \ell times the component of the gravity force in the tangential direction. Based on Figure 2, we see that Tg=mgsinθT_g = mg\ell \sin\theta. Together with the rotational version of Newton’s second law, we obtain:

J=m2Tg=mgsinθJθ¨=TTg\begin{aligned} J &= m\ell^2 \\ T_g &= m g \ell \sin\theta \\ J \ddot \theta &= T - T_g \end{aligned}

As with the linear case, we must be mindful of the directions of the torques. The direction of θ>0\theta>0 is counterclockwise, therefore the applied torque is counted as +T+T while the torque due to gravity is counted as Tg-T_g, since they are counterclockwise and clockwise in the free body diagram, respectively. Eliminating JJ and TgT_g in Eq. (2), we obtain

m2θ¨+mgsinθ=T\boxed{m\ell^2 \ddot \theta + m g \ell \sin\theta = T}

If θ\theta is small, we can write sinθθ\sin\theta \approx \theta and divide by m2m\ell^2 to obtain the simpler model

θ¨+gθ=Tm2\ddot \theta + \frac{g}{\ell} \theta = \frac{T}{m\ell^2}

Example: solid pendulum

Now consider a pendulum made from a solid uniform rod of mass mm and length \ell.

Solid pendulum under the influence of gravity and an applied torque at the pivot.

Figure 3:Solid pendulum under the influence of gravity and an applied torque at the pivot.

The free body diagram is the same as Figure 2, except the mass is now distributed, so we must re-think how to calculate TgT_g.

When external forces act on a rigid body, the effect is the same is if the sum of all external forces acted at the center of mass (for a derivation, see the appendix on Newton’s laws). If the center of mass is at a distance cm\ell_\textsf{cm} from the pivot, the torque contribution is Tg=mgcmsinθT_g = mg\ell_\textsf{cm} \sin\theta. Therefore, our equation of motion is

Jθ¨+mgcmsinθ=TJ\ddot\theta + mg\ell_\textsf{cm}\sin\theta = T

Given that the rod is uniform with mass mm and length \ell, the moment of inertia about one end is J=13m2J = \frac{1}{3}m\ell^2. Moreover, the center of mass is at the midpoint, so cm=12\ell_\textsf{cm} = \frac{1}{2}\ell. Therefore, the equation of motion for the solid pendulum of Figure 3 is

13m2θ¨+12mgsinθ=T\boxed{\frac{1}{3}m\ell^2\ddot\theta + \frac{1}{2}mg\ell\sin\theta = T}

Example: imbalanced lever

Our next example is a lever. A force is applied at one end and a spring is attached to the other end. We further assume there is no gravity, the lever has moment of inertia JJ about the pivot, and θ\theta is small so we can use a small-angle approximation.

Imbalanced lever with a force applied to one end and a spring attached to the other.

Figure 4:Imbalanced lever with a force applied to one end and a spring attached to the other.

The natural thing to do here is to apply Newton’s second law (rotational version) about the pivot point. This leads to the following free body diagram.

Free body diagram for the imbalanced lever of .

Figure 5:Free body diagram for the imbalanced lever of Figure 4.

To find the spring torque, we first compute the displacement of the right end, which with a small-angle approximation is d2θd_2 \theta. Therefore the spring force is Fs=kd2θF_s = k d_2\theta, and the spring torque is Ts=Fsd2=kd22θT_s = F_s d_2 = k d_2^2 \theta.

Finally, the applied force FF causes a torque T=d1FT = d_1 F about the pivot. Collecting our constitutive equations and Newton’s second law, we obtain:

Ts=Fsd2=kd22θ(spring torque)T=d1F(applied torque)Jθ¨=TTs(Newton’s second law)\begin{aligned} T_s &= F_s d_2 = k d_2^2 \theta && \textsf{(spring torque)} \\ T &= d_1 F && \textsf{(applied torque)} \\ J\ddot\theta &= T - T_s && \textsf{(Newton's second law)} \end{aligned}

Substituting everything into the last equation and simplifying, we obtain:

Jθ¨+kd22θ=d1F\boxed{J \ddot\theta + k d_2^2\, \theta = d_1 F}

We saw that Newton’s second law is also valid if we apply it to the center of mass, however this leads to a more complicated derivation. Here it is anyway, just to show that it works!

Fundamental components

As with linear motion, we can have rotational versions of stiffness and damping elements. Drawn below is a torsional spring.

Torsional spring being twisted at either end. The eyeball icon indicates the direction of common perspective so that we can talk about rotation direction. For example, as drawn, \theta_1 and \theta_2 are measured in a counterclockwise direction.

Figure 7:Torsional spring being twisted at either end. The eyeball icon indicates the direction of common perspective so that we can talk about rotation direction. For example, as drawn, θ1\theta_1 and θ2\theta_2 are measured in a counterclockwise direction.

We draw an eyeball icon to indicate the direction of common perspective. In Figure 7, the rotational displacements of the two ends θ1\theta_1 and θ2\theta_2 are measured in the counterclockwise direction with respect to the common perspective. In order to twist the spring, we must apply equal and opposite torques to either end. This is analogous to applying equal and opposite forces to the ends of a linear spring as in Figure 1.

The torsional spring is labeled kk to indicate the torsional spring constant and that it obeys the torsional version of Hooke’s Law: the torque is proportional to the angular displacement.

T=k(θ2θ1)T = k (\theta_2 - \theta_1)

As with the linear case, we have a minus sign between the angles because θ2θ1\theta_2-\theta_1 represents the twisting of the spring. If you are uncertain about which way the signs should go, you can do a thought experiment:

When end is held fixed, the system obeys superpostion; we can just add the two spring torques together and obtain T=k(θ2θ1)T = k(\theta_2-\theta_1).

Viscous damping is analogous to the translational case, and we obtain constitutive equations of the form T=b(θ˙2θ˙1)T = b(\dot\theta_2-\dot\theta_1) when two surfaces are sliding past each other.

Example: rotational spring-mass-damper

As with linear motion, we can have rotational versions of stiffness and damping elements. Illustrated below is the rotational version of a spring-mass-damper system.

Left: Rotational spring-mass-damper system.
Center: Eyeball icon indicating the direction of common perspective for the free body diagram.
Right: Free body diagram.

Figure 8:Left: Rotational spring-mass-damper system. Center: Eyeball icon indicating the direction of common perspective for the free body diagram. Right: Free body diagram.

The rotational inertia JJ is connected to a wall by a torsional spring with constant kk, and is subject to viscous damping with coefficient bb. The constitutive equations for these elements is analogous to those for the linear case, with displacements and forces replaced by angles and torques, respectively.

To find equations of motion for rotational systems, we draw a free body diagram similar to the pendulum. To ensure consistency, it is important to draw the diagram from a common perspective, which we denote with an eyeball icon (see Figure 8).

The equations are therefore:

Ts=kθ(torsional spring)Td=bθ˙(viscous damping)Jθ¨=TTdTs(Newton’s second law)\begin{aligned} T_{s} &= k \theta && \textsf{(torsional spring)}\\ T_{d} &= b \dot\theta && \textsf{(viscous damping)}\\ J \ddot \theta &= T-T_d-T_s&& \textsf{(Newton's second law)}\\ \end{aligned}

Eliminating TsT_s and TdT_d from (13) and rearranging, we obtain our equation of motion.

Jθ¨+bθ˙+kθ=T\boxed{J\ddot\theta + b \dot\theta + k \theta = T}

Notice the striking resemblance between (14) and the equations of motion for the linear spring-mass-damper system of Figure 4, given in Eq. (5).


Test your knowledge

Solution to Exercise 1 #

Begin by drawing the free body diagram for the pendulum about the pivot point.

Free body diagram for the inertias in the system of .

Figure 10:Free body diagram for the inertias in the system of Figure 9.

The moment of inertia of the pendulum about the pivot point is J=m(d1+d2)2J = m(d_1+d_2)^2.

The tricky part in this problem is computing the spring torque TsT_s.

  • The displacement of the spring is the horizontal displacement of the pendulum at a distance d1d_1 down the shaft. Since we are assuming small angles, this is d1θd_1 \theta.

  • The spring force is the displacement times the spring constant: Fs=kd1θF_s = k d_1 \theta.

  • The spring torque is the force times the moment arm, which in this case is d1d_1 again. Therefore, Ts=kd12θT_s = k d_1^2 \theta.

The torque due to gravity is the same as it was in the simple pendulum of Figure 1 and Eq. (2). With the small-angle approximation, we obtain Tg=mg(d1+d2)θT_g = mg(d_1+d_2)\theta.

Finally, the applied force FaF_a causes a torque Ta=(d1+d2)FaT_a = (d_1+d_2)F_a since it is applied horizontally at the tip of the pendulum.

As with linear systems, the directions of the arrows in the free body diagram are merely a convention. However, it is important that Ts2T_{s2} rotates in opposite directions on both inertias, since the same torsional spring is connected to both inertias, and we must obey Newton’s third law. Now, we can write our system of equations.

J=m(d1+d2)2(moment of inertia)Ts=kd12θ(spring)Tg=mg(d1+d2)θ(gravity)Ta=(d1+d2)Fa(applied force/torque)Jθ¨=TaTsTg(Newton’s second law)\begin{aligned} J &= m(d_1+d_2)^2 && \textsf{(moment of inertia)} \\ T_{s} &= k d_1^2 \theta && \textsf{(spring)}\\ T_g &= mg(d_1+d_2)\theta && \textsf{(gravity)}\\ T_a &= (d_1+d_2)F_a && \textsf{(applied force/torque)}\\ J \ddot \theta &= T_{a}-T_{s}-T_{g} && \textsf{(Newton's second law)} \end{aligned}

Substituting the first four equations into the last one and simplifying, we obtain our equations of motion.

m(d1+d2)2θ¨+(mg(d1+d2)+kd12)θ=(d1+d2)Fa\boxed{\begin{aligned} m (d_1+d_2)^2 \ddot\theta + \left( mg(d_1+d_2) + kd_1^2 \right)\theta = (d_1+d_2)F_a \end{aligned}}
Solution to Exercise 2 #

Begin by drawing the free body diagrams for both inertias.

Free body diagrams for the inertias in the system of .

Figure 12:Free body diagrams for the inertias in the system of Figure 11.

As with linear systems, the directions of the arrows in the free body diagram are merely a convention. However, it is important that Ts2T_{s2} rotates in opposite directions on both inertias, since the same torsional spring is connected to both inertias, and we must obey Newton’s third law. Now, we can write our system of equations.

Ts1=k1θ1(first spring)Ts2=k2(θ1θ2)(second spring)Td1=b1θ˙1(first damper)Td2=b2θ˙2(second damper)J1θ¨1=Ts1Ts2Td1(first inertia)J2θ¨2=TTs2Td2(second inertia)\begin{aligned} T_{s1} &= k_1 \theta_1 && \textsf{(first spring)}\\ T_{s2} &= k_2 (\theta_1-\theta_2) && \textsf{(second spring)}\\ T_{d1} &= b_1\dot \theta_1 && \textsf{(first damper)}\\ T_{d2} &= b_2\dot \theta_2 && \textsf{(second damper)}\\ J_1 \ddot \theta_1 &= -T_{s1}-T_{s2}-T_{d1} && \textsf{(first inertia)}\\ J_2 \ddot \theta_2 &= T-T_{s2}-T_{d2} && \textsf{(second inertia)}\\ \end{aligned}

we can substitute the first four equations into the last two equations to eliminate Ts1T_{s1}, Ts2T_{s2}, Td1T_{d1}, and Td2T_{d2}, and obtain:

J1θ¨1+b1θ˙1+k1θ1+k2(θ1θ2)=0J2θ¨2+b2θ˙2k2(θ1θ2)=T\boxed{\begin{aligned} J_1 \ddot\theta_1 + b_1\dot\theta_1 + k_1\theta_1 + k_2(\theta_1-\theta_2) &= 0 \\ J_2 \ddot\theta_2 + b_2\dot\theta_2 - k_2(\theta_1-\theta_2) &= T \end{aligned}}