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CalibratePhysics

5.6

Amplitude (A), Period (T) and Frequency (n) of S.H.M.

Oscillations · Maharashtra HSC

Theory

5.6.1 Amplitude of S.H.M.

Diagram (Fig. 5.2): a particle P performing S.H.M. along a straight line MN, with the centre O of MN as its mean position. M and N are the two extreme positions, each at a distance AA from O.

The displacement is x=Asin⁡(ωt+ϕ)x=A\sin(\omega t+\phi). The particle has its maximum displacement when sin⁡(ωt+ϕ)=±1\sin(\omega t+\phi)=\pm1, i.e. when x=±Ax=\pm A. This distance AA is called the amplitude.

Definition: The maximum displacement of a particle performing S.H.M. from its mean position is called the amplitude of S.H.M.

The total path length of the S.H.M. (from one extreme to the other) is MN=2AMN=2A.

5.6.2 Period of S.H.M.

Definition: The time taken by the particle performing S.H.M. to complete one oscillation is called the period of S.H.M.

The displacement at time tt is x=Asin⁡(ωt+ϕ)x=A\sin(\omega t+\phi). After a time t′=t+2πωt'=t+\dfrac{2\pi}{\omega} the displacement is x=Asin⁡[ω(t+2πω)+ϕ]=Asin⁡(ωt+2π+ϕ)=Asin⁡(ωt+ϕ)x=A\sin\left[\omega\left(t+\dfrac{2\pi}{\omega}\right)+\phi\right]=A\sin(\omega t+2\pi+\phi)=A\sin(\omega t+\phi)

The particle is at the same position after a time 2πω\dfrac{2\pi}{\omega}, and it can be shown that this is the minimum such time. Hence T=2πωT=\dfrac{2\pi}{\omega}

Since ω2=km=force per unit displacementmass=\omega^2=\dfrac{k}{m}=\dfrac{\text{force per unit displacement}}{\text{mass}}= acceleration per unit displacement, T=2πacceleration per unit displacementandT=2πmkT=\dfrac{2\pi}{\sqrt{\text{acceleration per unit displacement}}}\qquad\text{and}\qquad T=2\pi\sqrt{\dfrac{m}{k}}

5.6.3 Frequency of S.H.M.

Definition: The number of oscillations performed by a particle performing S.H.M. per unit time is called the frequency of S.H.M.

In time TT the particle performs one oscillation, so in unit time it performs 1T\dfrac{1}{T} oscillations: n=1T=ω2π=12πkmn=\dfrac{1}{T}=\dfrac{\omega}{2\pi}=\dfrac{1}{2\pi}\sqrt{\dfrac{k}{m}}

Combination of springs

Springs of different spring constants can be combined in series, in parallel, or both.

Series combination

Diagram (Fig. A): the springs are connected one after the other, forming a single chain, with the stretching force ff applied at the free end.

  • If the springs are massless, each carries the same stretching force ff (for a vertical arrangement, the weight mgmg).
  • If e1e_1 and e2e_2 are the extensions, f=k1e1=k2e2f=k_1e_1=k_2e_2, so e1=fk1e_1=\dfrac{f}{k_1} and e2=fk2e_2=\dfrac{f}{k_2}.
  • Total extension: e=e1+e2=f(1k1+1k2)e=e_1+e_2=f\left(\dfrac{1}{k_1}+\dfrac{1}{k_2}\right).
  • If ksk_s is the effective spring constant, e=fkse=\dfrac{f}{k_s}, hence

1ks=1k1+1k2⇒ks=k1k2k1+k2=ProductSum\dfrac{1}{k_s}=\dfrac{1}{k_1}+\dfrac{1}{k_2}\qquad\Rightarrow\qquad k_s=\dfrac{k_1k_2}{k_1+k_2}=\dfrac{\text{Product}}{\text{Sum}}

  • For a number of such springs in series, 1ks=∑1ki\dfrac{1}{k_s}=\sum\dfrac{1}{k_i}; for nn identical springs of constant kk, ks=knk_s=\dfrac{k}{n}.

Parallel combination

Diagram (Fig. B): all the springs are connected between the same two points — one of them the support, the other the point at which the stretching force ff is applied.

  • Irrespective of their spring constants, each spring now has the same extension ee.
  • The springs share the force so that in the equilibrium position the total restoring force is equal and opposite to ff: f=f1+f2+…=k1e+k2e+…f=f_1+f_2+\ldots=k_1e+k_2e+\ldots
  • If kpk_p is the effective spring constant, f=kpef=k_pe, hence

kp=k1+k2+…=∑kik_p=k_1+k_2+\ldots=\sum k_i

  • For mm identical massless springs of constant kk in parallel, kp=mkk_p=mk.

For two identical springs of constant kk: ks=k2k_s=\dfrac{k}{2} and kp=2kk_p=2k, so since n∝kn\propto\sqrt{k} the frequencies are in the ratio ns:np=1:2n_s:n_p=1:2.

Standard results

  • A=xmaxA=x_{max}; path length =2A=2A
  • T=2πω=2πmk=2πacceleration per unit displacementT=\dfrac{2\pi}{\omega}=2\pi\sqrt{\dfrac{m}{k}}=\dfrac{2\pi}{\sqrt{\text{acceleration per unit displacement}}}
  • n=1T=12πkmn=\dfrac{1}{T}=\dfrac{1}{2\pi}\sqrt{\dfrac{k}{m}}
  • Series: 1ks=∑1ki\dfrac{1}{k_s}=\sum\dfrac{1}{k_i}, ks=knk_s=\dfrac{k}{n} for nn identical springs
  • Parallel: kp=∑kik_p=\sum k_i, kp=mkk_p=mk for mm identical springs

Numericals

Every numerical set on this subtopic. Full working is at the end of the page.

  1. 1

    A mass M attached to a spring oscillates with a period of 2 second. If the mass is increased by 2 kg, the period increases by 1 second. Find the initial mass, assuming that Hooke's law is obeyed.

    Maharashtra HSC board question — asked in March 2013Answer 1 ↓
  2. 2

    A body of mass 1 kg is made to oscillate on a spring of force constant 16 N/m. Calculate: a. Angular frequency, b. Frequency of vibration

    Maharashtra HSC board question — asked in October 2013Answer 2 ↓

Answers & Solutions

Work the questions above first, then check yourself here. Each answer is set out the way it should be written in the paper.

  1. Given: T1=2T_1=2 s, T2=3T_2=3 s To find: Mass (M) Formula: T=2πMKT=2\pi\sqrt{\dfrac{M}{K}} Calculation: From formula, T1=2πMK....(1)T_1=2\pi\sqrt{\dfrac{M}{K}}\qquad....(1) T2=2πM+2K....(2)T_2=2\pi\sqrt{\dfrac{M+2}{K}}\qquad....(2) From (1) and (2), 23=MM+2\dfrac{2}{3}=\sqrt{\dfrac{M}{M+2}} or 49=MM+2\dfrac{4}{9}=\dfrac{M}{M+2} 9M = 4(M + 2) ∴\therefore 5M = 8 ∴\therefore M = 1.6 kg Ans: The initial mass attached to the spring is 1.6 kg.

  2. Given: m = 1 kg, k = 16 N/m To find: Angular frequency (ω), frequency of vibration (n) Formulae: i. ω=km\omega=\sqrt{\dfrac{k}{m}} ii. ω=2πn\omega=2\pi n Calculation: From formula (i), for S.H.M. ω=km=161\omega=\sqrt{\dfrac{k}{m}}=\sqrt{\dfrac{16}{1}} ∴ω=4\therefore \omega=4 rad/s From formula (ii), n=ω2π=42π=2πn=\dfrac{\omega}{2\pi}=\dfrac{4}{2\pi}=\dfrac{2}{\pi} ∴n=23.142=\therefore n=\dfrac{2}{3.142}= antilog[log(2) − log(3.142)] = antilog[0.3010 − 0.4972] = antilog[1‾\overline{1}.8038] = 0.6365 Hz Ans: The angular frequency of the body is 4 rad/s and the frequency of vibration is 0.6365 Hz.