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concepts/mechanics/u7/.gitkeep
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concepts/mechanics/u7/.gitkeep
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176
concepts/mechanics/u7/m7-1-shm.tex
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concepts/mechanics/u7/m7-1-shm.tex
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\subsection{Simple Harmonic Motion and Its Governing ODE}
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This subsection introduces simple harmonic motion as one-dimensional motion about a stable equilibrium under a linear restoring law.
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\dfn{Simple harmonic motion and the equilibrium coordinate}{Let an object move along a line with fixed unit vector $\hat{u}$. Let
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\[
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\vec{r}(t)=q(t)\hat{u}
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\]
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denote the object's displacement from a stable equilibrium position, where $q(t)$ is the signed equilibrium coordinate. The motion is called \emph{simple harmonic motion} (SHM) if the net restoring force is proportional to the displacement and points toward equilibrium:
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\[
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\vec{F}_{\mathrm{net}}=-kq\hat{u}
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\]
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for some constant $k>0$.
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Equivalently, in scalar form along the chosen axis,
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\[
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F_{\mathrm{net}}=-kq.
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\]
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The negative sign shows that when $q>0$ the force is negative, and when $q<0$ the force is positive, so the force always points back toward $q=0$.}
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\thm{SHM ODE, standard solution, and period relations}{Let an object of mass $m$ move in SHM with equilibrium coordinate $q(t)$ and restoring constant $k>0$. Define
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\[
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\omega=\sqrt{\frac{k}{m}}.
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\]
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Then the governing differential equation is
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\[
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q''+\omega^2 q=0.
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\]
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Its standard solution may be written as
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\[
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q(t)=C\cos(\omega t)+D\sin(\omega t),
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\]
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where $C$ and $D$ are constants set by the initial conditions, or equivalently as
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\[
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q(t)=A\cos(\omega t+\phi)
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\]
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for amplitude $A\ge 0$ and phase constant $\phi$.
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The period $T$ and frequency $f$ are
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\[
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T=\frac{2\pi}{\omega},
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\qquad
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f=\frac{1}{T}=\frac{\omega}{2\pi}.
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\]}
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\pf{Short derivation from the linear restoring law}{For SHM, the net force along the line of motion is
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\[
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F_{\mathrm{net}}=-kq.
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\]
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Newton's second law gives
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\[
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m\frac{d^2q}{dt^2}=-kq.
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\]
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Divide by $m$:
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\[
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\frac{d^2q}{dt^2}+\frac{k}{m}q=0.
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\]
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If we define
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\[
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\omega^2=\frac{k}{m},
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\]
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then the equation becomes
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\[
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q''+\omega^2 q=0.
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\]
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The solutions of this constant-coefficient ODE are sinusoidal, so one may write
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\[
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q(t)=C\cos(\omega t)+D\sin(\omega t).
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\]
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Because sine and cosine repeat after an angle change of $2\pi$, one full cycle takes time
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\[
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T=\frac{2\pi}{\omega},
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\]
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and therefore $f=1/T=\omega/(2\pi)$.}
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\ex{Illustrative example}{A particle's equilibrium coordinate satisfies
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\[
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q''+25q=0.
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\]
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Identify $\omega$, the period, and the frequency.
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Compare this with the SHM form $q''+\omega^2 q=0$. Then
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\[
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\omega^2=25
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\qquad \Rightarrow \qquad
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\omega=5.0\,\mathrm{rad/s}.
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\]
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So the period is
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\[
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T=\frac{2\pi}{\omega}=\frac{2\pi}{5.0}\,\mathrm{s}=1.26\,\mathrm{s},
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\]
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and the frequency is
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\[
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f=\frac{1}{T}=\frac{5.0}{2\pi}\,\mathrm{Hz}=0.796\,\mathrm{Hz}.
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\]
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Thus this motion is SHM with angular frequency $5.0\,\mathrm{rad/s}$, period $1.26\,\mathrm{s}$, and frequency $0.796\,\mathrm{Hz}$.}
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\qs{Worked example}{For one-dimensional SHM about equilibrium, let the equilibrium coordinate be
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\[
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q(t)=(0.080\,\mathrm{m})\cos\!\left(4\pi t-\tfrac{\pi}{3}\right)
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\]
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with $t$ in seconds.
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Find:
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\begin{enumerate}[label=(\alph*)]
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\item the amplitude,
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\item the angular frequency,
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\item the period and frequency,
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\item the displacement at $t=0$, and
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\item the governing differential equation in the form $q''+\omega^2 q=0$.
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\end{enumerate}}
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\sol From
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\[
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q(t)=A\cos(\omega t+\phi),
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\]
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we identify the amplitude as the coefficient of the cosine and the angular frequency as the coefficient of $t$ inside the cosine.
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For part (a),
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\[
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A=0.080\,\mathrm{m}.
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\]
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For part (b),
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\[
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\omega=4\pi\,\mathrm{rad/s}.
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\]
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For part (c), the period is
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\[
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T=\frac{2\pi}{\omega}=\frac{2\pi}{4\pi}=0.50\,\mathrm{s}.
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\]
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Therefore the frequency is
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\[
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f=\frac{1}{T}=\frac{1}{0.50\,\mathrm{s}}=2.0\,\mathrm{Hz}.
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\]
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For part (d), substitute $t=0$ into the position function:
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\[
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q(0)=(0.080)\cos\!\left(-\frac{\pi}{3}\right)\,\mathrm{m}.
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\]
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Since $\cos(-\pi/3)=\cos(\pi/3)=1/2$,
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\[
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q(0)=(0.080)\left(\frac12\right)=0.040\,\mathrm{m}.
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\]
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For part (e), SHM always satisfies
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\[
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q''+\omega^2 q=0.
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\]
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Here $\omega=4\pi\,\mathrm{rad/s}$, so
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\[
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\omega^2=(4\pi)^2=16\pi^2.
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\]
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Thus the governing ODE is
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\[
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q''+16\pi^2 q=0.
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\]
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Therefore,
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\[
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A=0.080\,\mathrm{m},
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\qquad
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\omega=4\pi\,\mathrm{rad/s},
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\]
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\[
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T=0.50\,\mathrm{s},
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\qquad
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f=2.0\,\mathrm{Hz},
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\qquad
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q(0)=0.040\,\mathrm{m},
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\]
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and the motion is governed by
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\[
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q''+16\pi^2 q=0.
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\]
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174
concepts/mechanics/u7/m7-2-spring-oscillator.tex
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concepts/mechanics/u7/m7-2-spring-oscillator.tex
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\subsection{The Spring-Mass Oscillator}
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This subsection models a mass attached to an ideal spring, using displacement measured from equilibrium so that both horizontal motion and vertical motion about equilibrium take the same mathematical form.
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\dfn{Spring-mass oscillator and equilibrium coordinate}{Let $m$ denote the mass of an object and let $k_{\mathrm{eff}}>0$ denote the effective spring constant of the spring system attached to it. Let the motion occur along a line with positive direction given by the unit vector $\hat{u}$.
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Define $x(t)$ to be the signed displacement of the mass from its equilibrium position, measured along that line. Then a \emph{spring-mass oscillator} is a system for which the net restoring force is proportional to $x$ and opposite its sign.
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For a horizontal spring, $x$ is measured directly from the equilibrium position on the track. For a vertical spring, let $y(t)$ denote the displacement measured from the spring's unstretched length and let $y_{\mathrm{eq}}$ denote the static equilibrium displacement. The equilibrium coordinate is then
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\[
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x=y-y_{\mathrm{eq}}.
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\]
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Using $x$ rather than $y$ makes the vertical oscillator look exactly like the horizontal one.}
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\thm{Governing equation and period of a spring-mass oscillator}{Let $m$ denote the mass, let $k_{\mathrm{eff}}$ denote the effective spring constant, and let $x(t)$ denote displacement from equilibrium. Then the motion satisfies
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\[
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m\ddot{x}+k_{\mathrm{eff}}x=0.
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\]
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Equivalently,
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\[
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\ddot{x}+\omega^2 x=0,
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\qquad
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\omega=\sqrt{\frac{k_{\mathrm{eff}}}{m}}.
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\]
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Thus the motion is simple harmonic. If $T$ denotes the period and $f$ denotes the frequency, then
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\[
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T=2\pi\sqrt{\frac{m}{k_{\mathrm{eff}}}},
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\qquad
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f=\frac{1}{T}=\frac{1}{2\pi}\sqrt{\frac{k_{\mathrm{eff}}}{m}}.
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\]
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One convenient position model is
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\[
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x(t)=A\cos(\omega t+\phi),
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\]
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where $A$ is the amplitude and $\phi$ is a phase constant. Consequently,
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\[
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v_{\max}=A\omega,
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\qquad
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a_{\max}=A\omega^2.
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\]}
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\pf{Why the equation is the same horizontally and vertically}{For horizontal motion, let $x$ denote displacement from equilibrium along $\hat{u}$. The spring force is
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\[
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\vec{F}_s=-k_{\mathrm{eff}}x\hat{u}.
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\]
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By Newton's second law,
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\[
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m\ddot{x}=-k_{\mathrm{eff}}x,
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\]
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so
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\[
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m\ddot{x}+k_{\mathrm{eff}}x=0.
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\]
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For vertical motion, choose downward as positive. Let $y$ denote the downward displacement from the unstretched length, and let $y_{\mathrm{eq}}$ denote the equilibrium value. At equilibrium,
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\[
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mg-k_{\mathrm{eff}}y_{\mathrm{eq}}=0.
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\]
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Now write the actual position as $y=y_{\mathrm{eq}}+x$, where $x$ is displacement from equilibrium. Then
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\[
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m\ddot{y}=mg-k_{\mathrm{eff}}y=mg-k_{\mathrm{eff}}(y_{\mathrm{eq}}+x).
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\]
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Since $mg-k_{\mathrm{eff}}y_{\mathrm{eq}}=0$ and $\ddot{y}=\ddot{x}$, this becomes
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\[
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m\ddot{x}=-k_{\mathrm{eff}}x.
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\]
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So in either viewpoint,
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\[
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m\ddot{x}+k_{\mathrm{eff}}x=0.
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\]
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Comparing with $\ddot{x}+\omega^2x=0$ gives $\omega=\sqrt{k_{\mathrm{eff}}/m}$, and then $T=2\pi/\omega$ and $f=1/T$.}
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\ex{Illustrative example}{A block of mass $m=0.40\,\mathrm{kg}$ oscillates on a frictionless horizontal surface attached to a spring system with effective spring constant $k_{\mathrm{eff}}=100\,\mathrm{N/m}$. Find the angular frequency, period, and frequency.
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Use
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\[
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\omega=\sqrt{\frac{k_{\mathrm{eff}}}{m}}=\sqrt{\frac{100}{0.40}}=\sqrt{250}=15.8\,\mathrm{rad/s}.
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\]
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Then
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\[
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T=2\pi\sqrt{\frac{m}{k_{\mathrm{eff}}}}=2\pi\sqrt{\frac{0.40}{100}}=0.397\,\mathrm{s},
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\]
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and
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\[
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f=\frac{1}{T}=\frac{1}{0.397}=2.52\,\mathrm{Hz}.
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\]
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So the oscillator has angular frequency $15.8\,\mathrm{rad/s}$, period $0.397\,\mathrm{s}$, and frequency $2.52\,\mathrm{Hz}$.}
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\qs{Worked AP-style problem}{A mass $m=0.60\,\mathrm{kg}$ hangs from a vertical spring with spring constant $k=150\,\mathrm{N/m}$. Choose downward as positive. Let $y$ denote the mass's downward displacement from the spring's unstretched length, let $y_{\mathrm{eq}}$ denote the equilibrium displacement, and let
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\[
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x=y-y_{\mathrm{eq}}
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\]
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denote displacement from equilibrium.
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The mass is pulled downward $0.080\,\mathrm{m}$ from equilibrium and released from rest.
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Find:
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\begin{enumerate}[label=(\alph*)]
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\item the equilibrium displacement $y_{\mathrm{eq}}$,
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\item the differential equation for $x(t)$ together with the angular frequency and period, and
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\item the maximum speed of the mass.
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\end{enumerate}}
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\sol At static equilibrium, the acceleration is zero, so the net force is zero:
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\[
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mg-ky_{\mathrm{eq}}=0.
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\]
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Therefore,
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\[
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y_{\mathrm{eq}}=\frac{mg}{k}=\frac{(0.60\,\mathrm{kg})(9.8\,\mathrm{m/s^2})}{150\,\mathrm{N/m}}=0.0392\,\mathrm{m}.
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\]
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So the equilibrium position is $3.92\times 10^{-2}\,\mathrm{m}$ below the unstretched length.
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Now write the motion in terms of displacement from equilibrium:
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\[
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x=y-y_{\mathrm{eq}}.
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\]
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The net force is
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\[
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F_{\mathrm{net}}=mg-ky=mg-k(y_{\mathrm{eq}}+x).
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\]
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Using $mg-ky_{\mathrm{eq}}=0$, this becomes
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\[
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F_{\mathrm{net}}=-kx.
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\]
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Apply Newton's second law:
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\[
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m\ddot{x}=-kx.
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\]
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Hence the differential equation is
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\[
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0.60\,\ddot{x}+150x=0,
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\]
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or equivalently,
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\[
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\ddot{x}+250x=0.
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\]
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Therefore,
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\[
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\omega=\sqrt{\frac{k}{m}}=\sqrt{\frac{150}{0.60}}=\sqrt{250}=15.8\,\mathrm{rad/s}.
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\]
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The period is
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\[
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T=2\pi\sqrt{\frac{m}{k}}=2\pi\sqrt{\frac{0.60}{150}}=0.397\,\mathrm{s}.
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\]
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Because the mass is released from rest $0.080\,\mathrm{m}$ from equilibrium, the amplitude is
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\[
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A=0.080\,\mathrm{m}.
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\]
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For simple harmonic motion,
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\[
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v_{\max}=A\omega.
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\]
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So
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\[
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v_{\max}=(0.080)(15.8)=1.26\,\mathrm{m/s}.
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\]
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Thus,
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\[
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y_{\mathrm{eq}}=0.0392\,\mathrm{m},
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\qquad
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\ddot{x}+250x=0,
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\qquad
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\omega=15.8\,\mathrm{rad/s},
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\qquad
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T=0.397\,\mathrm{s},
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\]
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and the maximum speed is
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\[
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v_{\max}=1.26\,\mathrm{m/s}.
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\]
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153
concepts/mechanics/u7/m7-3-shm-energy.tex
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153
concepts/mechanics/u7/m7-3-shm-energy.tex
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\subsection{Energy in Simple Harmonic Motion}
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This subsection uses energy to describe how a frictionless spring-mass oscillator trades energy between motion and spring deformation.
|
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||||
\dfn{Kinetic, potential, and total energy in spring SHM}{Consider a block of mass $m$ attached to an ideal spring of spring constant $k$ and moving frictionlessly along the $x$-axis. Let $x$ denote the signed displacement from equilibrium, let $\vec{v}=\dot{x}\hat{\imath}$ denote the block's velocity, let $v=|\vec{v}|=|\dot{x}|$ denote its speed, and let $A>0$ denote the amplitude of the motion.
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||||
The kinetic energy is
|
||||
\[
|
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K=\tfrac12 mv^2=\tfrac12 m\dot{x}^2.
|
||||
\]
|
||||
The spring potential energy is
|
||||
\[
|
||||
U_s=\tfrac12 kx^2.
|
||||
\]
|
||||
The total mechanical energy is
|
||||
\[
|
||||
E=K+U_s=\tfrac12 m\dot{x}^2+\tfrac12 kx^2.
|
||||
\]}
|
||||
|
||||
\thm{Conserved-energy relation for SHM}{For the frictionless spring-mass oscillator above, the total mechanical energy is constant:
|
||||
\[
|
||||
E=\tfrac12 m\dot{x}^2+\tfrac12 kx^2=\tfrac12 kA^2.
|
||||
\]
|
||||
Therefore, at any displacement $x$,
|
||||
\[
|
||||
\dot{x}^2=\frac{k}{m}\left(A^2-x^2\right),
|
||||
\qquad
|
||||
v=\sqrt{\frac{k}{m}\left(A^2-x^2\right)}.
|
||||
\]
|
||||
In particular, the maximum speed occurs at equilibrium $x=0$:
|
||||
\[
|
||||
v_{\max}=\sqrt{\frac{k}{m}}\,A.
|
||||
\]}
|
||||
|
||||
\nt{At the turning points $x=\pm A$, the block reverses direction, so $v=0$, $K=0$, and all the mechanical energy is spring potential energy:
|
||||
\[
|
||||
U_s=E=\tfrac12 kA^2.
|
||||
\]
|
||||
At equilibrium $x=0$, the spring is neither stretched nor compressed, so $U_s=0$ and all the energy is kinetic:
|
||||
\[
|
||||
K=E=\tfrac12 kA^2.
|
||||
\]
|
||||
Thus SHM continually swaps energy between kinetic and potential forms. If $x(t)=A\cos(\omega t+\phi)$, then $U_s\propto \cos^2(\omega t+\phi)$ and $K\propto \sin^2(\omega t+\phi)$, so the two energy curves are out of phase and each repeats twice during one full oscillation.}
|
||||
|
||||
\pf{Short derivation from conservation of mechanical energy}{For a frictionless spring-mass system, the only horizontal interaction is the spring force
|
||||
\[
|
||||
\vec{F}_s=-kx\hat{\imath},
|
||||
\]
|
||||
which is conservative. Therefore the mechanical energy $E=K+U_s$ is constant. Using the spring potential-energy function,
|
||||
\[
|
||||
U_s=\tfrac12 kx^2,
|
||||
\]
|
||||
the total energy at any instant is
|
||||
\[
|
||||
E=\tfrac12 m\dot{x}^2+\tfrac12 kx^2.
|
||||
\]
|
||||
At a turning point, $x=\pm A$ and $\dot{x}=0$, so
|
||||
\[
|
||||
E=\tfrac12 kA^2.
|
||||
\]
|
||||
Equating the two expressions for $E$ gives
|
||||
\[
|
||||
\tfrac12 m\dot{x}^2+\tfrac12 kx^2=\tfrac12 kA^2.
|
||||
\]
|
||||
Solving for $\dot{x}^2$ yields
|
||||
\[
|
||||
\dot{x}^2=\frac{k}{m}\left(A^2-x^2\right),
|
||||
\]
|
||||
and taking the positive square root gives the speed formula for the magnitude $v=|\dot{x}|$.}
|
||||
|
||||
\qs{Worked example}{A block of mass $m=0.40\,\mathrm{kg}$ is attached to an ideal horizontal spring of spring constant $k=160\,\mathrm{N/m}$ and oscillates frictionlessly with amplitude $A=0.10\,\mathrm{m}$. At one instant, the block is at displacement $x=+0.060\,\mathrm{m}$ from equilibrium.
|
||||
|
||||
Find:
|
||||
\begin{enumerate}[label=(\alph*)]
|
||||
\item the total mechanical energy of the oscillator,
|
||||
\item the spring potential energy and kinetic energy at $x=+0.060\,\mathrm{m}$,
|
||||
\item the speed of the block at that displacement, and
|
||||
\item the maximum speed and where it occurs.
|
||||
\end{enumerate}}
|
||||
|
||||
\sol Let $E$ denote the total mechanical energy. Because the motion is frictionless,
|
||||
\[
|
||||
E=\tfrac12 kA^2.
|
||||
\]
|
||||
Substitute $k=160\,\mathrm{N/m}$ and $A=0.10\,\mathrm{m}$:
|
||||
\[
|
||||
E=\tfrac12 (160)(0.10)^2=80(0.010)=0.80\,\mathrm{J}.
|
||||
\]
|
||||
|
||||
So the oscillator's total mechanical energy is
|
||||
\[
|
||||
0.80\,\mathrm{J}.
|
||||
\]
|
||||
|
||||
At $x=+0.060\,\mathrm{m}$, the spring potential energy is
|
||||
\[
|
||||
U_s=\tfrac12 kx^2=\tfrac12 (160)(0.060)^2.
|
||||
\]
|
||||
Since $(0.060)^2=0.0036$,
|
||||
\[
|
||||
U_s=80(0.0036)=0.288\,\mathrm{J}.
|
||||
\]
|
||||
Then the kinetic energy is
|
||||
\[
|
||||
K=E-U_s=0.80-0.288=0.512\,\mathrm{J}.
|
||||
\]
|
||||
|
||||
Now use kinetic energy to find the speed:
|
||||
\[
|
||||
K=\tfrac12 mv^2.
|
||||
\]
|
||||
So
|
||||
\[
|
||||
0.512=\tfrac12 (0.40)v^2=0.20v^2.
|
||||
\]
|
||||
Thus,
|
||||
\[
|
||||
v^2=\frac{0.512}{0.20}=2.56,
|
||||
\qquad
|
||||
v=1.60\,\mathrm{m/s}.
|
||||
\]
|
||||
|
||||
For the maximum speed, use the equilibrium position $x=0$, where all the energy is kinetic:
|
||||
\[
|
||||
\tfrac12 mv_{\max}^2=E=0.80\,\mathrm{J}.
|
||||
\]
|
||||
Therefore,
|
||||
\[
|
||||
0.20v_{\max}^2=0.80,
|
||||
\qquad
|
||||
v_{\max}^2=4.0,
|
||||
\qquad
|
||||
v_{\max}=2.0\,\mathrm{m/s}.
|
||||
\]
|
||||
|
||||
Equivalently,
|
||||
\[
|
||||
v_{\max}=\sqrt{\frac{k}{m}}\,A=\sqrt{\frac{160}{0.40}}(0.10)=20(0.10)=2.0\,\mathrm{m/s}.
|
||||
\]
|
||||
|
||||
Therefore,
|
||||
\[
|
||||
E=0.80\,\mathrm{J},
|
||||
\qquad
|
||||
U_s=0.288\,\mathrm{J},
|
||||
\qquad
|
||||
K=0.512\,\mathrm{J},
|
||||
\]
|
||||
\[
|
||||
v=1.60\,\mathrm{m/s},
|
||||
\qquad
|
||||
v_{\max}=2.0\,\mathrm{m/s}\text{ at }x=0.
|
||||
\]
|
||||
164
concepts/mechanics/u7/m7-4-simple-pendulum.tex
Normal file
164
concepts/mechanics/u7/m7-4-simple-pendulum.tex
Normal file
@@ -0,0 +1,164 @@
|
||||
\subsection{The Simple Pendulum}
|
||||
|
||||
This subsection models a bob of mass on a light string, using angular displacement from the vertical as the natural coordinate.
|
||||
|
||||
\dfn{Simple pendulum and angular coordinate}{Let $m$ denote the bob's mass, let $\ell>0$ denote the string length, let $g$ denote the magnitude of the gravitational field, and let $\theta(t)$ denote the angular displacement from the downward vertical, measured in radians and taken positive in the counterclockwise direction.
|
||||
|
||||
A \emph{simple pendulum} is an idealized system consisting of a point mass $m$ attached to a massless string of fixed length $\ell$, swinging without friction in a uniform gravitational field. The bob moves along a circular arc of radius $\ell$. If $s(t)$ denotes the arc displacement from equilibrium, then
|
||||
\[
|
||||
s=\ell\theta.
|
||||
\]
|
||||
The equilibrium position is $\theta=0$.}
|
||||
|
||||
\thm{Exact pendulum equation and small-angle SHM model}{For the simple pendulum above, the exact rotational equation of motion is
|
||||
\[
|
||||
\ddot{\theta}+\frac{g}{\ell}\sin\theta=0.
|
||||
\]
|
||||
This equation is nonlinear, so the motion is not exactly simple harmonic for arbitrary amplitude.
|
||||
|
||||
If the oscillation remains at small angles so that $|\theta|\ll 1$ radian and $\sin\theta\approx\theta$, then the motion is approximated by
|
||||
\[
|
||||
\ddot{\theta}+\frac{g}{\ell}\theta=0.
|
||||
\]
|
||||
Thus the pendulum behaves approximately like SHM with angular frequency
|
||||
\[
|
||||
\omega=\sqrt{\frac{g}{\ell}},
|
||||
\]
|
||||
small-angle period
|
||||
\[
|
||||
T=2\pi\sqrt{\frac{\ell}{g}},
|
||||
\]
|
||||
and small-angle frequency
|
||||
\[
|
||||
f=\frac{1}{T}=\frac{1}{2\pi}\sqrt{\frac{g}{\ell}}.
|
||||
\]}
|
||||
|
||||
\pf{Short derivation from torque and linearization}{About the pivot, the gravitational torque on the bob is restoring, so
|
||||
\[
|
||||
\tau=-mg\ell\sin\theta.
|
||||
\]
|
||||
The bob acts like a point mass at distance $\ell$, so its moment of inertia about the pivot is
|
||||
\[
|
||||
I=m\ell^2.
|
||||
\]
|
||||
Using rotational Newton's second law, $\sum\tau=I\ddot{\theta}$, gives
|
||||
\[
|
||||
m\ell^2\ddot{\theta}=-mg\ell\sin\theta.
|
||||
\]
|
||||
Divide by $m\ell^2$:
|
||||
\[
|
||||
\ddot{\theta}+\frac{g}{\ell}\sin\theta=0.
|
||||
\]
|
||||
For small oscillations with $|\theta|\ll 1$ radian, use the small-angle approximation $\sin\theta\approx\theta$. Then
|
||||
\[
|
||||
\ddot{\theta}+\frac{g}{\ell}\theta=0,
|
||||
\]
|
||||
which is the standard SHM equation with $\omega^2=g/\ell$.}
|
||||
|
||||
\ex{Illustrative example}{A pendulum oscillates through small angles. Its length is changed from $\ell_1=0.50\,\mathrm{m}$ to $\ell_2=2.00\,\mathrm{m}$. How do the period and frequency change?
|
||||
|
||||
For small-angle motion,
|
||||
\[
|
||||
T=2\pi\sqrt{\frac{\ell}{g}}.
|
||||
\]
|
||||
Therefore $T\propto\sqrt{\ell}$. Since
|
||||
\[
|
||||
\frac{\ell_2}{\ell_1}=\frac{2.00}{0.50}=4,
|
||||
\]
|
||||
the new period is multiplied by
|
||||
\[
|
||||
\sqrt{4}=2.
|
||||
\]
|
||||
So the period doubles. Because $f=1/T$, the frequency is cut in half.}
|
||||
|
||||
\qs{Worked AP-style problem}{A simple pendulum has length $\ell=0.90\,\mathrm{m}$. It is pulled aside to a maximum angle $\theta_{\max}=0.10\,\mathrm{rad}$ and released from rest. Take $g=9.8\,\mathrm{m/s^2}$.
|
||||
|
||||
Assume the small-angle model is valid.
|
||||
|
||||
Find:
|
||||
\begin{enumerate}[label=(\alph*)]
|
||||
\item the exact equation of motion and the small-angle approximate equation,
|
||||
\item the angular frequency, period, and frequency,
|
||||
\item the time required to move from maximum displacement to equilibrium, and
|
||||
\item the maximum linear speed of the bob.
|
||||
\end{enumerate}}
|
||||
|
||||
\sol Let $\theta(t)$ denote the angular displacement from the downward vertical.
|
||||
|
||||
For part (a), the exact pendulum equation is
|
||||
\[
|
||||
\ddot{\theta}+\frac{g}{\ell}\sin\theta=0.
|
||||
\]
|
||||
Substitute $g=9.8\,\mathrm{m/s^2}$ and $\ell=0.90\,\mathrm{m}$:
|
||||
\[
|
||||
\ddot{\theta}+\frac{9.8}{0.90}\sin\theta=0.
|
||||
\]
|
||||
Thus,
|
||||
\[
|
||||
\ddot{\theta}+10.9\sin\theta=0
|
||||
\]
|
||||
to three significant figures.
|
||||
|
||||
Under the small-angle approximation $\sin\theta\approx\theta$, the motion is modeled by
|
||||
\[
|
||||
\ddot{\theta}+\frac{9.8}{0.90}\theta=0,
|
||||
\]
|
||||
or
|
||||
\[
|
||||
\ddot{\theta}+10.9\theta=0.
|
||||
\]
|
||||
|
||||
For part (b), compare the small-angle equation with
|
||||
\[
|
||||
\ddot{\theta}+\omega^2\theta=0.
|
||||
\]
|
||||
So
|
||||
\[
|
||||
\omega=\sqrt{\frac{g}{\ell}}=\sqrt{\frac{9.8}{0.90}}=3.30\,\mathrm{rad/s}.
|
||||
\]
|
||||
Then the period is
|
||||
\[
|
||||
T=2\pi\sqrt{\frac{\ell}{g}}=\frac{2\pi}{\omega}=\frac{2\pi}{3.30}=1.90\,\mathrm{s}.
|
||||
\]
|
||||
The frequency is
|
||||
\[
|
||||
f=\frac{1}{T}=\frac{1}{1.90}=0.526\,\mathrm{Hz}.
|
||||
\]
|
||||
|
||||
For part (c), a pendulum in SHM takes one-quarter of a cycle to move from an endpoint to equilibrium. Therefore,
|
||||
\[
|
||||
t=\frac{T}{4}=\frac{1.90}{4}=0.475\,\mathrm{s}.
|
||||
\]
|
||||
|
||||
For part (d), the maximum angular speed in SHM is
|
||||
\[
|
||||
\dot{\theta}_{\max}=\omega\theta_{\max}.
|
||||
\]
|
||||
So
|
||||
\[
|
||||
\dot{\theta}_{\max}=(3.30)(0.10)=0.330\,\mathrm{rad/s}.
|
||||
\]
|
||||
The bob's linear speed is related by $v=\ell\dot{\theta}$, so the maximum linear speed is
|
||||
\[
|
||||
v_{\max}=\ell\dot{\theta}_{\max}=(0.90)(0.330)=0.297\,\mathrm{m/s}.
|
||||
\]
|
||||
|
||||
Therefore,
|
||||
\[
|
||||
\ddot{\theta}+10.9\sin\theta=0,
|
||||
\qquad
|
||||
\ddot{\theta}+10.9\theta=0,
|
||||
\]
|
||||
\[
|
||||
\omega=3.30\,\mathrm{rad/s},
|
||||
\qquad
|
||||
T=1.90\,\mathrm{s},
|
||||
\qquad
|
||||
f=0.526\,\mathrm{Hz},
|
||||
\]
|
||||
and
|
||||
\[
|
||||
t=0.475\,\mathrm{s},
|
||||
\qquad
|
||||
v_{\max}=0.297\,\mathrm{m/s}.
|
||||
\]
|
||||
155
concepts/mechanics/u7/m7-5-physical-pendulum.tex
Normal file
155
concepts/mechanics/u7/m7-5-physical-pendulum.tex
Normal file
@@ -0,0 +1,155 @@
|
||||
\subsection{Physical Pendulum and Small-Angle Linearization}
|
||||
|
||||
This subsection models the small oscillations of a rigid body that swings about a fixed pivot under gravity.
|
||||
|
||||
\dfn{Physical pendulum, pivot-to-CM distance, and angular coordinate}{Let a rigid body of mass $m$ swing in a vertical plane about a fixed pivot point $O$. Let $C$ denote the center of mass of the body, let
|
||||
\[
|
||||
d=OC
|
||||
\]
|
||||
denote the distance from the pivot to the center of mass, and let $\theta(t)$ denote the angular displacement from the stable vertical equilibrium position.
|
||||
|
||||
Such a system is called a \emph{physical pendulum}. Unlike a simple pendulum, the body's mass is distributed throughout the rigid object, so its rotational inertia must be included in the dynamics.}
|
||||
|
||||
\thm{Exact torque equation and small-angle SHM model}{Let $m$ denote the mass of the rigid body, let $d$ denote the distance from the pivot to the center of mass, let $I$ denote the moment of inertia of the body about the pivot, let $g$ denote the magnitude of the gravitational field, and let $\theta(t)$ denote the angular displacement from stable equilibrium.
|
||||
|
||||
Then the exact rotational equation of motion is
|
||||
\[
|
||||
I\ddot{\theta}=-mgd\sin\theta,
|
||||
\]
|
||||
or equivalently,
|
||||
\[
|
||||
I\ddot{\theta}+mgd\sin\theta=0.
|
||||
\]
|
||||
|
||||
For small angular displacements, use the linearization $\sin\theta\approx\theta$ to obtain
|
||||
\[
|
||||
I\ddot{\theta}+mgd\,\theta=0.
|
||||
\]
|
||||
Therefore the motion is approximately simple harmonic with angular frequency
|
||||
\[
|
||||
\omega=\sqrt{\frac{mgd}{I}}
|
||||
\]
|
||||
and period
|
||||
\[
|
||||
T=2\pi\sqrt{\frac{I}{mgd}}.
|
||||
\]
|
||||
|
||||
A simple pendulum is the special case in which all the mass is concentrated a distance $L$ from the pivot, so $I=mL^2$ and $d=L$.}
|
||||
|
||||
\pf{Short derivation from torque and linearization}{The weight $m\vec{g}$ acts at the center of mass. When the body is displaced by angle $\theta$, the gravitational torque about the pivot is restoring, so
|
||||
\[
|
||||
\tau=-mgd\sin\theta.
|
||||
\]
|
||||
For rotation about a fixed axis, Newton's second law for rotation gives
|
||||
\[
|
||||
\sum \tau=I\ddot{\theta}.
|
||||
\]
|
||||
Hence,
|
||||
\[
|
||||
I\ddot{\theta}=-mgd\sin\theta,
|
||||
\]
|
||||
which is the exact equation.
|
||||
|
||||
If the oscillations are small, then $\sin\theta\approx\theta$, so the equation becomes
|
||||
\[
|
||||
I\ddot{\theta}+mgd\,\theta=0.
|
||||
\]
|
||||
Divide by $I$ to get
|
||||
\[
|
||||
\ddot{\theta}+\frac{mgd}{I}\theta=0.
|
||||
\]
|
||||
Comparing with the SHM form $q''+\omega^2 q=0$ shows that
|
||||
\[
|
||||
\omega^2=\frac{mgd}{I},
|
||||
\qquad
|
||||
\omega=\sqrt{\frac{mgd}{I}}.
|
||||
\]
|
||||
Therefore,
|
||||
\[
|
||||
T=\frac{2\pi}{\omega}=2\pi\sqrt{\frac{I}{mgd}}.
|
||||
\]}
|
||||
|
||||
\ex{Illustrative example}{Show that the simple pendulum is a special case of the physical pendulum formula.
|
||||
|
||||
For a point mass $m$ at distance $L$ from the pivot,
|
||||
\[
|
||||
I=mL^2,
|
||||
\qquad
|
||||
d=L.
|
||||
\]
|
||||
Substitute into the physical-pendulum period formula:
|
||||
\[
|
||||
T=2\pi\sqrt{\frac{I}{mgd}}=2\pi\sqrt{\frac{mL^2}{mgL}}=2\pi\sqrt{\frac{L}{g}}.
|
||||
\]
|
||||
This is exactly the small-angle period of a simple pendulum.}
|
||||
|
||||
\qs{Worked AP-style problem}{A uniform rod of mass $m=1.50\,\mathrm{kg}$ and length $L=0.90\,\mathrm{m}$ is pivoted about one end and allowed to swing in a vertical plane. Let $\theta(t)$ denote the angular displacement from the stable vertical equilibrium position. Assume the oscillations are small.
|
||||
|
||||
Find:
|
||||
\begin{enumerate}[label=(\alph*)]
|
||||
\item the pivot-to-center-of-mass distance $d$ and the rod's moment of inertia $I$ about the pivot,
|
||||
\item the small-angle differential equation for $\theta(t)$, and
|
||||
\item the period of oscillation.
|
||||
\end{enumerate}}
|
||||
|
||||
\sol For a uniform rod pivoted about one end, the center of mass is at the midpoint, so
|
||||
\[
|
||||
d=\frac{L}{2}=\frac{0.90\,\mathrm{m}}{2}=0.45\,\mathrm{m}.
|
||||
\]
|
||||
|
||||
The moment of inertia of a uniform rod about one end is
|
||||
\[
|
||||
I=\frac{1}{3}mL^2.
|
||||
\]
|
||||
Substitute the given values:
|
||||
\[
|
||||
I=\frac{1}{3}(1.50)(0.90)^2\,\mathrm{kg\cdot m^2}.
|
||||
\]
|
||||
Since $(0.90)^2=0.81$,
|
||||
\[
|
||||
I=\frac{1}{3}(1.50)(0.81)=0.405\,\mathrm{kg\cdot m^2}.
|
||||
\]
|
||||
|
||||
For small oscillations, a physical pendulum satisfies
|
||||
\[
|
||||
I\ddot{\theta}+mgd\,\theta=0.
|
||||
\]
|
||||
Now compute $mgd$:
|
||||
\[
|
||||
mgd=(1.50)(9.8)(0.45)=6.615.
|
||||
\]
|
||||
So the differential equation is
|
||||
\[
|
||||
0.405\,\ddot{\theta}+6.615\,\theta=0.
|
||||
\]
|
||||
Divide by $0.405$:
|
||||
\[
|
||||
\ddot{\theta}+16.3\,\theta=0.
|
||||
\]
|
||||
|
||||
Thus,
|
||||
\[
|
||||
\omega=\sqrt{16.3}=4.04\,\mathrm{rad/s}.
|
||||
\]
|
||||
The period is
|
||||
\[
|
||||
T=\frac{2\pi}{\omega}=\frac{2\pi}{4.04}=1.56\,\mathrm{s}.
|
||||
\]
|
||||
|
||||
Equivalently, using the period formula directly,
|
||||
\[
|
||||
T=2\pi\sqrt{\frac{I}{mgd}}=2\pi\sqrt{\frac{0.405}{6.615}}=1.56\,\mathrm{s}.
|
||||
\]
|
||||
|
||||
Therefore,
|
||||
\[
|
||||
d=0.45\,\mathrm{m},
|
||||
\qquad
|
||||
I=0.405\,\mathrm{kg\cdot m^2},
|
||||
\]
|
||||
and the small-angle motion is governed by
|
||||
\[
|
||||
\ddot{\theta}+16.3\,\theta=0,
|
||||
\qquad
|
||||
T=1.56\,\mathrm{s}.
|
||||
\]
|
||||
Reference in New Issue
Block a user