Solveeit Logo

Question

Question: A rectangular pipe having cross sectional area \(A\). It is closed at one end and at its other end a...

A rectangular pipe having cross sectional area AA. It is closed at one end and at its other end a block having the same cross-section and mass 'mm' is placed such that the system is air tight. In equilibrium position of block the pressure and volume of air enclosed in pipe are PP and VV respectively. If the block is displaced by small distance xx inward and released then find the time period of S.H.M. (Assume the walls are frictionless and compression of air is isothermal.)

Explanation

Solution

Pressure is defined as force per unit area. From Newton’s second law of motion, we know that, F=maF = ma where mm is the mass and aa is the acceleration of the body.

Complete Step by Step Solution: It is given that a rectangular pipe having cross sectional areaAA. It is closed at one end and at its other end a block having the same cross-section and mass 'mm' is placed such that the system is air tight. In equilibrium position of block the pressure and volume of air enclosed in pipe are PP and VV respectively.
Let the change in volume be ΔV\Delta V. Thus, the changed volume shall be VΔVV - \Delta V, and let the changed pressure be PP'.
Mathematically, we have, P=PVVΔV=P1ΔVV=P(1+ΔVV)P' = \dfrac{{PV}}{{V - \Delta V}} = \dfrac{P}{{1 - \dfrac{{\Delta V}}{V}}} = P\left( {1 + \dfrac{{\Delta V}}{V}} \right).
Thus, P=P+PΔVVP' = P + P\dfrac{{\Delta V}}{V}.
Thus the change in pressure will be,
PP=P+PΔVVP=PΔVV.P' - P = P + \dfrac{{P\Delta V}}{V} - P = P\dfrac{{\Delta V}}{V}.
Pressure is defined as force per unit area. Thus, we can write, P=FRAP = \dfrac{{{F_R}}}{A}.
Now, P=FRA=PAxVP = \dfrac{{{F_R}}}{A} = \dfrac{{PAx}}{V} where xx is the distance of displacement, as given in the question and AA is the area.
From Newton’s second law of motion, we know that, F=maF = ma where mm is the mass and aa is the acceleration of the body.
Thus, FRA=maA=PAxV\dfrac{{{F_R}}}{A} = \dfrac{{ma}}{A} = \dfrac{{PAx}}{V}
FR=ma=(PA2V)x{F_R} = ma = \left( {\dfrac{{P{A^2}}}{V}} \right)x
a=(PA2mV)x\Rightarrow a = \left( {\dfrac{{P{A^2}}}{{mV}}} \right)x
Thus, ω=(PA2mV)\omega = \sqrt {\left( {\dfrac{{P{A^2}}}{{mV}}} \right)} .
The minimum time after which the particle keeps on repeating its motion is known as the time period (or) the shortest time taken to complete one oscillation is also defined as the time period.
T=2πω=2π(mVPA2)T = \dfrac{{2\pi }}{\omega } = 2\pi \sqrt {\left( {\dfrac{{mV}}{{P{A^2}}}} \right)} .
Hence, if the block is displaced by small distance xx inward and released then the time period of S.H.M. is given by,
T=2π(mVPA2)T = 2\pi \sqrt {\left( {\dfrac{{mV}}{{P{A^2}}}} \right)} .

Note: Simple harmonic motion can be described as an oscillatory motion in which the acceleration of the particle at any position is directly proportional to the displacement from the mean position. It is a special case of oscillatory motion.
All the Simple Harmonic Motions are oscillatory and also periodic but not all oscillatory motions are SHM. Oscillatory motion is also called the harmonic motion of all the oscillatory motions wherein the most important one is simple harmonic motion (SHM). In this type of oscillatory motion displacement, velocity and acceleration and force vary (w.r.t time) in a way that can be described by either sine (or) the cosine functions collectively called sinusoids.