PiTheory

Oscillations formulas

Class 11 physics formula sheet for NEET and JEE: the key equations of NCERT chapter 13, the special cases questions are built on, and diagrams where they help.

22 formulas5 sectionsClass 11 · Chapter 132 of 5 sections free

By Sreeraj P, M.Sc Physics · 10+ years teaching NEET and JEE

Most used formulasOther formulas and cases

1Simple harmonic motion

$$F=-kx,\qquad a=-\omega^2x,\qquad \omega=\sqrt{\frac km}=\frac{2\pi}T=2\pi f$$
$$\begin{array}{l}\displaystyle F=-kx\\[6pt]\displaystyle a=-\omega^2x\\[6pt]\displaystyle \omega=\sqrt{\frac km}=\frac{2\pi}T=2\pi f\end{array}$$

Restoring force ∝ displacement. Any small oscillation: $\omega^2=\dfrac{\text{restoring force per unit displacement}}{\text{inertia}}$; from energy $U=\tfrac12k_{\text{eff}}x^2$.

$$x=A\sin(\omega t+\phi),\qquad v=\omega\sqrt{A^2-x^2},\qquad a=-\omega^2x$$
$$\begin{array}{l}\displaystyle x=A\sin(\omega t+\phi)\\[6pt]\displaystyle v=\omega\sqrt{A^2-x^2}\\[6pt]\displaystyle a=-\omega^2x\end{array}$$

$v_{\max}=A\omega$ (mean), $a_{\max}=A\omega^2$ (extremes). $v$ leads $x$ by $\pi/2$, $a$ leads $x$ by $\pi$. $\dfrac{x^2}{A^2}+\dfrac{v^2}{A^2\omega^2}=1$ (ellipse); $v$–$x$: ellipse, $a$–$x$: straight line, slope $-\omega^2$. Two positions: $A^2=\dfrac{v_1^2x_2^2-v_2^2x_1^2}{v_1^2-v_2^2}$, $\omega^2=\dfrac{v_1^2-v_2^2}{x_2^2-x_1^2}$.

Time from mean to$A/2$$A/\sqrt2$$\sqrt3A/2$$A$
(fraction of $T$)$T/12$$T/8$$T/6$$T/4$
  • From extreme to $A/2$: $T/6$. Average speed over a cycle $\dfrac{4A}T=\dfrac{2A\omega}\pi$. $x=A\sin^2\omega t$: SHM of amplitude $A/2$, angular frequency $2\omega$. $x=a\sin\omega t+b\cos\omega t$: amplitude $\sqrt{a^2+b^2}$.
  • SHM is the projection of uniform circular motion on a diameter.
$$K=\tfrac12m\omega^2(A^2-x^2),\quad U=\tfrac12m\omega^2x^2,\quad E=\tfrac12m\omega^2A^2=\tfrac12kA^2$$
$$\begin{array}{l}\displaystyle K=\tfrac12m\omega^2(A^2-x^2)\\[6pt]\displaystyle U=\tfrac12m\omega^2x^2\\[6pt]\displaystyle E=\tfrac12m\omega^2A^2=\tfrac12kA^2\end{array}$$

$K=U$ at $x=A/\sqrt2$. KE and PE oscillate with frequency $2f$; their averages over a cycle are $E/2$ each. $U(x)=U_0+\tfrac12kx^2$ near a minimum: $\omega=\sqrt{U''(x_0)/m}$.

$$A=\sqrt{A_1^2+A_2^2+2A_1A_2\cos\delta},\qquad \tan\phi=\frac{A_2\sin\delta}{A_1+A_2\cos\delta}$$
$$\begin{array}{l}\displaystyle A=\sqrt{A_1^2+A_2^2+2A_1A_2\cos\delta}\\[6pt]\displaystyle \tan\phi=\frac{A_2\sin\delta}{A_1+A_2\cos\delta}\end{array}$$

Two SHMs of same frequency along one line. Perpendicular with same $\omega$: $\delta=0$ line, $\pi/2$ with equal $A$: circle, otherwise ellipse (Lissajous; ratio 1:2 gives a figure-of-eight).

2Spring systems

mk₁k₂series: k₁k₂/(k₁+k₂)mk₁k₂parallel: k₁+k₂mk₁k₂both sides: k₁+k₂
$$T=2\pi\sqrt{\frac mk},\qquad k_s=\frac{k_1k_2}{k_1+k_2},\qquad k_p=k_1+k_2$$
$$\begin{array}{l}\displaystyle T=2\pi\sqrt{\frac mk}\\[6pt]\displaystyle k_s=\frac{k_1k_2}{k_1+k_2}\\[6pt]\displaystyle k_p=k_1+k_2\end{array}$$

Series: $T^2=T_1^2+T_2^2$; parallel: $\dfrac1{T^2}=\dfrac1{T_1^2}+\dfrac1{T_2^2}$. Block between two springs (either side): $k_1+k_2$. Vertical spring: same $T$; stretch at equilibrium $mg/k$, $T=2\pi\sqrt{\delta/g}$.

CaseResult
Spring cut into $n$ equal partseach $nk$; into lengths $l_1:l_2$: $k_i\propto1/l_i$
Two masses joined by spring (free)$T=2\pi\sqrt{\mu/k}$, $\mu=\dfrac{m_1m_2}{m_1+m_2}$
Spring with mass $m_s$$T=2\pi\sqrt{\dfrac{m+m_s/3}{k}}$
Mass $m$ added: period $T_1\to T_2$$k=\dfrac{4\pi^2 m}{T_2^2-T_1^2}$
Spring over a pulley (rolling disc, $I$)$T=2\pi\sqrt{\dfrac{m+I/R^2}k}$
Rolling cylinder/sphere tied to springdisc $2\pi\sqrt{3m/2k}$, sphere $2\pi\sqrt{7m/5k}$
Block on smooth incline with springsame $T$; only equilibrium shifts
Upper block on oscillating lower block (friction $\mu$)no slip if $A\omega^2\le\mu g$
Object on a platform in vertical SHMleaves at top if $A\omega^2>g$
Mass $m$ placed on block $M$ at mean positionnew amplitude $A'=A\sqrt{\dfrac{M}{M+m}}$ (mass dropped on at extreme: $A$ unchanged)

3 more sections and 8 formulas in the full chapter

  1. 3Pendulums4 formulas · 1 case table
  2. 4Other SHM systems1 case table
  3. 5Damped and forced oscillations4 formulas

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