Pascal’s Law – Definition, Examples and Diagrams

Hydrostatics Transmission Of Fluid Pressure Pascal’s Law

If pressure is applied to a small region of a solid, then it is not transmitted throughout the entire volume. It only produces a local deformation in the solid. Since a fluid is not rigid like a solid, any similarly applied pressure is transmitted throughout the fluid.

A change in pressure at any point in a confined fluid produces an equal change in pressure at all points in the fluid. Pascal, a French scientist, determined the law of transmission of fluid pressure, which is known as Pascal’s law.

Pascal’s law: The pressure applied at any point of a confined fluid is transmitted with undiminished magnitude in all directions throughout the fluid and acts normally on the surface in contact with the fluid.

Read and Learn More: Class 11 Physics Notes

Demonstration of Pascal’s law

1. Take a rubber ball and fill it with water. Tie its mouth tightly. Take a pin and make fine holes at many points on its surface. If the ball is squeezed, it is seen that jets of water come out in the direction normal to the surface of the ball.

Observe carefully that the jets are all of the same speed and that this speed depends on the squeezing force applied. This shows that the applied pressure is transmitted equally in all directions throughout the liquid and acts normally at every point on the surface.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Demonstration Of Pascal's Law

In the above demonstration, the effect of gravity has been ignored. This is justified only if the height h of the rubber ball is sufficiently small, so that the pressure hρg at its bottom is negligible compared to the pressure due to the externally applied squeeze.

2. A spherical vessel with four circular openings is taken. The holes A, B, C, D have cross-sectional areas a, b, c, and d respectively. Each opening is fitted with a piston. When a force is applied on a piston, it can move in or out The vessel is then filled with water or any other liquid. When an inward pressure is applied on any one of the pistons, it is seen that the other pistons move outwards.

This proves that pressure applied to any part of a confined fluid is transmitted in all directions. If one of the pistons is moved inwards, then to keep the other pistons at rest in their respective positions, an external force needs to be applied on each of them from outside.

If a force F1 is applied on the piston A, then the pressure applied on it = \(\frac{F_1}{a}\). To keep the pistons B, C, and D intact in their respective positions, forces F2, F3, and F4 respectively have to be applied. It is seen that

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics A Spherical Vessel With Four Circular Openings Is Taken

i.e., the pressure exerted on all the pistons is the same. It indicates that the pressure applied on the piston A is transmitted with undiminished magnitude in all directions throughout the fluid.

Principle of Multiplication of Thrust from Pascal’s Law: According to Pascal’s law, by applying a small force at any part of a confined liquid, a large force can be obtained at another part of it. This increase in the force is known as the principle of multiplication of thrust.

  • A narrow and a wide cylinder are connected by a tube. Let the cross-sectional area of the narrow cylinder be a and that of the wider cylinder be b.
  • The cylinders are filled with water and they are fitted with two water-tight frictionless pistons of negligible weights. The pistons have platforms for placing weights on their tops.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Prinicpal Of Multiplication Of Thurst From Pascal's Law

Now, a load w1 is placed on the smaller piston. So, the force applied on the smaller piston = w1

Therefore, the pressure exerted by the smaller piston on water = \(\frac{w_1}{a}\)

According to Pascal’s law, this pressure is transmitted invariably through water in all directions and it acts upwards on the larger piston.

So, the thrust or force exerted on the larger piston

= \(\text { pressure } \times \text { area }=\frac{w_1}{a} \times b\)

  • So, a thrust that is n times the applied force will be effective on the larger piston. The larger the value of n, i.e., the larger the value of b compared to that of a, the heavier the weight w2 compared to wl.
  • For example, if a = 1 cm2, b = 200 cm2 and w1 = 1 kg x g, then w2 = 200kg x g. So, by applying a force of 1 kg x g only on the smaller piston, a 200 kg x g force will be obtained on the larger piston.
  • So, a small force acting at any part of a confined liquid can be multiplied at some other part of it. This is called the principle of the multiplication of thrust.

Conservation of energy in the case of multiplication of thrust: It may appear at first sight that the principle of the multiplication of thrust violates the principle of conservation of energy.

But, though we get a greater force on the large piston by applying a lesser force on the small piston, we cannot gain energy. Suppose a force wx on the smaller piston moves it downwards through a distance x. Consequently, the larger piston moves upwards through a distance y.

Since water is incompressible, the volume of water going out of the narrow cylinder = the volume of water added to the wider cylinder.

∴ ax = by or,  \(\frac{x}{y}=\frac{b}{a}\)

Now, the work done on the smaller piston = \(w_1 \times x\) and the work done by the larger piston = \(w_2 \times y\).

But, \(w_2 y=w_1 \times \frac{b}{a} \times y=w_1 \times \frac{x}{y} \times y=w_1 x\)

∴ Work done by the larger piston = work done on the smaller piston,

i. e., the energy expended on the smaller piston can be recovered as the work done by the larger piston. So, the principle of conservation of energy is valid in this case. In the above example, the effect of friction is not considered.

In actual practice, however, some amount of energy is dissipated as heat in performing work against friction and therefore, work done by the larger piston < work done on the smaller piston.

It should be noted that as w2 >>w1, y << x and hence, the
displacement of the larger piston is much less than that of the smaller one.

  • Hydraulic Press
  • Hydraulic Brake
  • Hydraulic Lift

Hydraulic press: The working of a hydraulic press is based on the principle of multiplication of thrust. The British engineer Bramah made some improvements on it and so these days it is also called Bramah’s press. In this machine, a large thrust can be developed.

Hydraulic press Description: A schematic diagram of a hydraulic press is shown in Fig It consists of two iron cylinders C1 and C2 connected by a tube T1.

  • Two water-tight pistons P1 and P2 are fitted inside the cylinders. The cross-sectional area β of the larger piston P2 is much larger than the cross-sectional area α of the smaller piston P1. With the help of a lever OL, the piston P1 can be moved up and down the cylinder C1.
  • A platform P is fitted at the upper end of the piston P2. The object B which is to be compressed is placed on this platform. The technical details of the apparatus has been omitted in our description.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics hydraulic Press

Hydraulic Press Action: The object which is to be compressed is placed on platform P. According to Pascal’s law, the pressure applied to the piston P1 with the help of the lever is transmitted to the larger piston P2.

Since the area of the cross-section of the piston P2 is much larger than that of the piston P1, a large thrust is exerted on the piston P2. As a result, the piston P2 moves upwards and any object placed between the platform P and the plate is compressed.

Hydraulic Press Total thrust developed: In this machine, thrust is multiplied in two stages. Initially, thrust is multiplied according to the principle of a lever and then it is multiplied again according to the principle of multiplication of thrust by Pascal’s law.

Let a force W be applied at the end of the lever which exerts a force F1 on the piston P1. Let the length of the longer arm of the lever = y and the length of the shorter arm = x.

∴ According to the principle of action of the lever

⇒ \(F_1 \cdot x=W \cdot y \quad \text { or, } F_1=W \cdot \frac{y}{x}\) ……(1)

α and β are the cross-sections of the smaller piston P1 and the larger piston P2 respectively. Therefore, the pressure exerted on water by the piston P1 = \(\frac{F_1}{a}\). According to Pascal’s principle, this pressure creates a thrust F2 on the piston P2.

∴ Thrust on the piston P2, \(F_2=\frac{F_1}{\alpha} \times \beta=W \cdot \frac{y}{x} \cdot \frac{\beta}{\alpha}\)…(2)

∴ \(y>x \text { and } \beta \gg \alpha,\)

⇒ \(F_2 \gg W\)

So, the thrust thus developed increases manifold.

Hydraulic Press Mechanical advantage: Mechanical advantage

= \(\frac{\text { thrust developed }}{\text { applied force }}=\frac{F_2}{W}=\frac{y}{x} \cdot \frac{\beta}{\alpha}\)

As y > x and β >>α,

the mechanical advantage is much greater than 1. It should be mentioned here that a part of the energy is dissipated due to friction and, so, the mechanical advantage becomes slightly less.

Hydraulic Press Uses: A hydraulic press is used for compressing bales of cotton, clothes, paper, or jute, in extracting oil from seeds, and for testing the strength of iron and steel beams.

The use of a hydraulic press is less common nowadays—it is still in use mainly in jute and similar industries.

Hydraulic brake: The principle is essentially that used in the construction of a hydraulic press. It uses a confined brake fluid, usually ethylene glycol, to transfer thrust from the controlling unit to the brake mechanism. The controlling unit is kept near the driver of a vehicle, whereas the actual brake mechanism is near the wheels of the vehicle. The controlling unit is also aided with a first-class lever system that offers a mechanical advantage.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Hydraulic Brake

Hydraulic Brake Action: A hydraulic brake uses two cylinders for the multiplication of thrust. The area of the piston attached to the slave cylinder near the wheels is usually four to six times that of the piston in the master cylinder iff control of the driver. The mechanical advantage of the lever is about 3.

  • So, to produce a 1cm displacement of the slave piston, the driver has to push down the lever by about 15 cm. The movement of the slave piston then applies a force on the brake pads, which in turn push against the rotating wheel. The friction between the pads and the wheels generates a braking torque that slows down the vehicle.
  • A series of springs are set in the system so that, as soon as the driver releases the lever, the brake pads release the wheels.

Some important points to be noted:

  1. Hydraulic brakes are smaller and cheaper than air or vacuum brakes.
  2. The brake fluid must be incompressible so that a high multiplication of thrust is obtained from a single stroke of the master lever—in this sense, the operation is easy.
  3. Water vaporizes easily due to the heat produced from friction inside the system, and also produces corrosion of the metal parts. So water is never used as the brake fluid—light organic oils are more common.

Hydraulic lift: At present times, the use of the device as a hydraulic lift is very common. For example, an automobile workshop uses it to lift motor cars and heavier vehicles for their maintenance and repair.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Hydraulic Lift

Hydraulic lift Working principle: Let the area of cross-sections of the smaller piston be A1 and of the larger piston be A2(A2>>A1) . If the applied force on the smaller piston is F, then the pressure on the liquid is p = \(\frac{F_1}{A_1}\)

According to Pascal’s law, this pressure is transferred to the larger piston with its value unchanged and F2 thrust is generated.

So the thrust on the larger piston,

F2 = p x A2 = (F1/A1) X A2

A2>> A1 and so F2 >> F1.

So, if some heavy object or car is placed on the larger piston, it can be lifted easily by the increased thrust F2. Normally the plate on the larger piston is kept at the ground level.

Hydrostatics Transmission Of Fluid Pressure Pascal’s Law Numerical Examples

Example 1. In a hydraulic press, a 107 dyn force is applied on water by a piston of area 100 cm2. If the other piston can raise a car of mass 2000 kg, then find Its base area.
Solution:

In a hydraulic press, a 107 dyn force is applied on water by a piston of area 100 cm2. If the other piston can raise a car of mass 2000 kg

We know that, \(\frac{F_1}{\alpha}=\frac{F_2}{\beta}\)

Here, F1 = 107 dyn, a = 100 cm2,

F2 = 2000 kg x g = 2000 x .1000 x 980 dyn.

∴ \(\beta=\frac{F_2 \alpha}{F_1}=\frac{2000 \times 1000 \times 980 \times 100}{10^7}=19600 \mathrm{~cm}^2 .\)

Example 2. The diameters of the two pistons of a hydraulic press are 0.1 m and 1 m. The lengths of the two arms of a first-class lever are 0.15 m and 0.9 m. A 50 N force is applied at the end of the lever. Determine the total thrust developed on the larger piston.
Solution:

The diameters of the two pistons of a hydraulic press are 0.1 m and 1 m. The lengths of the two arms of a first-class lever are 0.15 m and 0.9 m. A 50 N force is applied at the end of the lever.

We know that the thrust developed on the larger piston,

⇒ \(F_2=W \cdot \frac{y}{x} \cdot \frac{\beta}{\alpha}\)

Here, force applied at the end of the lever arm, W = 50 N

Area of the larger piston, β = π(0.5)2 = 0.25π m2

Area of the smaller piston, α = π(0.05)2 = 0.0025π m2

Length of the longer arm of the lever, y = 0.9 m

Length of the smaller arm of the lever, x = 0.15 m

∴ \(F_2=50 \times \frac{0.9}{0.15} \times \frac{0.25 \pi}{0.0025 \pi}=3 \times 10^4 \mathrm{~N} .\)

Example 3. A bottle completely filled with water is corked. The areas of the mouth and the bottom of the bottle are 10 cm2 and 100 cm2 respectively and the height of the bottle is 40 cm. If the cork is pressed with a 10 N force, then calculate the total thrust on its bottom.
Solution:

A bottle completely filled with water is corked. The areas of the mouth and the bottom of the bottle are 10 cm2 and 100 cm2 respectively and the height of the bottle is 40 cm. If the cork is pressed with a 10 N force

Area of a cross-section of the cork = 10 cm2; area of the bottom of the bottle = 100 cm2.

Pressure on the cork = 1 N · cm-2.

According to Pascal’s law, the pressure exerted on the bottom of the bottle, p = 1N · cm-2.

∴ Thrust on the bottom of the bottle due to the applied pressure, F1 =1 x 100 = 100 N

Thrust on the bottom of the bottle due to the water in it, F2 = hρgxA

Here, h = 40cm = 0.4m, ρ = 103kg · m-3, g = 9.8m · s-2,

A = 100cm2 = 10-2m2

∴ F2 = 0.4 x 103 x 9.8 x 10-2 = 39.2 N

∴ Total thrust on the bottom = F1 + F2 = 100 + 39.2 = 139.2N

Example 4. A hydraulic automobile lift is used to lift a car of mass 3000 kg. The cross-sectional area of the piston on which the car is supported is 425 cm2. What pressure would the smaller piston have to bear if the bigger piston with the car is 3 m above the smaller piston? The density of the oil filling the hydraulic machine is 800 kg · m-3. Let the pistons be of equal mass.
Solution:

A hydraulic automobile lift is used to lift a car of mass 3000 kg. The cross-sectional area of the piston on which the car is supported is 425 cm2.

The positions of the pistons (with a car) of a hydraulic automobile lift is shown in Fig.

Let the area of the larger piston = A2 and the area of the smaller piston = A1

If the pressure applied on the smaller piston is p1, then according to Pascal’s law,

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics A Hydraulic Automobile Lift Is Used To Lift A Car Of Mass

p1 = pressure on the larger piston + pressure exerted by a 3m liquid column

= \(\frac{W}{A_2}\) + pressure exerted by a 3 m liquid column A2 [W = weight of the car]

= \(\frac{3000 \times 9.8}{425 \times 10^{-4}}+3 \times 800 \times 9.8=7.155 \times 10^5 \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Example 5. The diameters of the larger and the smaller pistons of a hydraulic press are 45 cm and 5 cm respectively. Find the magnitude of the force that has to be applied on the smaller piston to produce a 4050N thrust on the larger piston.
Solution:

The diameters of the larger and the smaller pistons of a hydraulic press are 45 cm and 5 cm respectively.

According to Pascal’s law, \(\frac{F_1}{\pi r_1^2}=\frac{F_2}{\pi r_2^2}\)

[F1 = force on the smaller piston, r1 = radius of the smaller piston, F2 = force on the larger piston, r2 = radius of the larger piston]

∴ \(\frac{F_1}{r_1^2}=\frac{F_2}{r_2^2} \text { or, } \frac{F_1}{\left(\frac{5}{2}\right)^2}=\frac{4050}{\left(\frac{45}{2}\right)^2}\)

or, \(F_1=\frac{4050 \times 25 \times 4}{4 \times 45 \times 45}=50 \mathrm{~N}\)

Hydrostatic Pressure: Definition, Equation and Calculations

Hydrostatics Pressure

Pressure Definition: The force acting normally on unit area of a surface is called pressure.

Let the force or thrust acting normally on an area A be F. Therefore, pressure,

p = \(\frac{\text { normal force }}{\text { area }}=\frac{F}{A}\)

Examples:

  1. The area of the cross-section of the pointed edge of a nail is very small. When its head is hammered, due to a large force exerted on the small area of its point, the pressure is high and the nail enters the surface easily.
  2. The area of the cross-section of the sharpened edge of a knife is small. So when a force is applied on the blade, it cuts through easily because of the large pressure developed.
  3. When a person stands on his feet, the contact area with the ground becomes less than that when he lies down. That is why when a person stands on soft clay or sand, his feet sink into the surface.

Read and Learn More: Class 11 Physics Notes

Pressure and Thrust of a Liquid: When a liquid is kept in a container, it exerts a force on the bottom and on the walls of the container.

  • This force acts normally at every point of contact in the container. From our experience, we know that if there is a hole in the wall of a container of water, the water comes out of the hole at a high speed.
  • If we try to block the flow of water with a finger, we feel the pressure. So, we can infer that water exerts pressure on the walls of the container.

Pressure of a liquid: The pressure at a point inside a liquid is defined as the normal force exerted by the liquid on a unit area surrounding the point.

Sometimes, liquid pressure is also called hydrostatic pressure, if the liquid is at rest and no pressure is developed due to its motion.

Let F be the normal force exerted by a liquid on a surface area A surrounding a point inside a liquid. The pressure p at that point is

p = F/A or, F = pA

Thrust of a liquid: The normal force exerted by a liquid on any surface in contact with it is called the thrust of the liquid.

Thrust (F) = pressure (p) x area (A)

Thrust is a force and hence it is a vector quantity. But pressure is a scalar quantity. The direction of thrust \(\vec{F}\) is defined as the direction of the area vector \(\vec{A}\), where A is a plane surface i.e., \(\vec{F}\) = p\(\vec{A}\).

Dimension of pressure: \([p]=\frac{[F]}{[A]}=\frac{\mathrm{MLT}^{-2}}{\mathrm{~L}^2}=\mathrm{ML}^{-1} \mathrm{~T}^{-2} .\)

Dimension of thrust: As thrust and force are the same physical quantity, the dimension of thrust is MLT-2 .

Units of pressure and thurst

Absolute unit

Pressure:

  • dyn • cm-2 CGS System
  • N · m-2 or pascal(pa) SI

Thurst:

  • dyn
  • N

Relation: 1N = 105 dyn

⇒ \(1 \mathrm{~N} \cdot \mathrm{m}^{-2}\)

or, \(1 \mathrm{~Pa}=\frac{1 \mathrm{~N}}{1 \mathrm{~m}^2}\)

= \(\frac{10^5 \mathrm{dyn}}{10^4 \mathrm{~cm}^2}\)

= \(10 \mathrm{dyn} \cdot \mathrm{cm}^{-2}\)

The magnitude of pressure at a point within a Liquid: Let us consider a liquid of density ρ kept in a vessel. We have to determine the pressure exerted by the liquid at a point C at a depth h below the surface of the liquid. Let us imagine a vertical cylinder of small horizontal area A surrounding the point C inside the liquid. The weight of the liquid column inside the cylinder is the thrust or normal force applied on the area A.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Magnitude Of A Pressure Due To Liquid

Now, weight of the liquid column

= mass of the liquid column x g

= volume of the liquid column x density of the liquid column x g = Ah x ρ x g

∴ Thrust exerted on the area A, F = Ahρg

∴ Pressure exerted by the liquid at the point C,

p = \(\frac{F}{A}=\frac{A h \rho g}{A}=h \rho g\) …….(1)

∴ The pressure exerted by the liquid = depth x density x acceleration due to gravity

So, at a particular place (where g is a constant), the pressure at a point in a liquid is

  1. directly proportional to the depth of the point when the density of the liquid is a constant (p ∝ h) and
  2. directly proportional to the density of the liquid when the depth is kept constant (p ∝ ρ).

If the surface of the liquid is exposed to air, then the atmospheric pressure also acts on the surface of the liquid If the atmospheric pressure is R, then the net pressure at a point inside the liquid is given by

p = B+ hρg ………(2)

Sometimes, pressure is expressed in terms of the height of a liquid column. The pressure exerted by a liquid of height h is hρg.

So, ‘atmospheric pressure is 76 cm of mercury’ means that in the CGS system, it is equal to a pressure of 76 x 13.6 x 980 = 1.013 x 106 dyn · cm-2.

Pressure at a Point in a Liquid at Rest

Experiment: A glass funnel (F) is taken whose mouth has been closed with a stretched rubber sheet. It is connected by means of a rubber tube (R) to a glass tube of Fine bore (T). The glass tube is kept horizontal with a scale (S) attached to it.

  • A drop of a coloured liquid (l) is j introduced in the tube and it serves as an index. VY’ hence the rubber sheet is pressed, the air inside the tube gets compressed and pushes the index towards right. From the movement of the drop, we can study the variation of pressure on the rubber sheet.
  • If the funnel is introduced in a liquid kept in a vessel and is gradually immersed, it will be seen that the index (l) gradually moves towards right. As the funnel is submerged deeper into the liquid, the index moves more towards right. This proves that with the increase in depth within the liquid, the pressure of the liquid increases.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Pressure At A Point In Liquid At Rest

Now, keeping the funnel fixed at a particular depth below the liquid surface, if its mouth is turned in diluent directions, the index remains stationary. It indicates that at a point inside a liquid, the pressure exerted by the liquid is equal in all directions.

If the funnel is now moved to different points at the same horizontal level, the position of

the index will still remain stationary. From this, it may be concluded that the pressure exerted by a liquid at different points at the same depth is equal.

From this experiment, we can infer that the characteristics of pressure exerted by a liquid at rest are:

  1. A liquid exerts pressure at a point inside it equally in all directions.
  2. The pressure exerted at different points on the same horizontal plane inside it is the same.
  3. The pressure exerted by a liquid at a point inside it increases with the increase in its depth.

Action of a small hole on the wall of a container: Let a small hole be made on the wall at a depth h of a vessel containing a liquid. We know that for a liquid of density ρ, pressure at a depth h of the liquid is hρg.

So, the lateral pressure exerted by the liquid on the mouth of the hole = hρg.

Due to this lateral pressure, the liquid comes out through the hole. Naturally, with the ejection of liquid through the hole, the level of water goes down in the container and hence the lateral pressure exerted by the liquid gradually decreases. For this reason, the rate of flow of the liquid through the hole also decreases gradually.

Nature Of The Free Surface Of A Liquid At Rest:

1. The free surface of a liquid at rest always remains horizontal.

Take a container with some liquid at rest. Let us assume that the free surface of the liquid is not horizontal but way. Two points A and B are taken on the same horizontal plane inside the liquid, which are at depths h1 and h2 respectively from the free surface of the liquid.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Nature Of The Free Surface Of A Liquid At Rest

If the density of the liquid is p then, pressure of the liquid at the point A = h1ρg and pressure of the liquid at the point B = h2ρg.

We know that, at all points on the same horizontal plane inside a liquid at rest, the pressure exerted by the liquid is the same.

So, liquid pressure at the point A = liquid pressure at the point B

or, h1ρg = h2ρg or, h1 = h2, i.e., h1 and h2 cannot be unequal. Since A and B lie on the same horizontal plane and h1 is equal to h2, the free surface of a liquid at rest always remains horizontal.

2. The free surfaces of a liquid at rest in connected vessels always remain on the same horizontal plane: A system of connected vessels of different shapes is taken and a liquid is poured into it. Though the shapes and volumes of the vessels are different, it is seen that the liquid rises up to the same horizontal level in all the vessels.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics The Free Surfaces Of A Liquid At Rest In Connected Vesels

Let us consider a horizontal plane passing through the common interconnecting tube of the system. We know that at different points (for example, A, B, C, D, E) on that horizontal plane, the pressure exerted by the liquid is the same.

Since the liquid pressure at a point depends on the depth of that point from the free surface of the liquid, we can say that the free surfaces of the liquid in the vessels must remain on the same horizontal plane. Hence, a liquid seeks its own level— which is regarded as a general property of a liquid.

If the diameters of the different vessels become very small (2 mm or less that), then due to the surface tension of the liquid, it rises to different heights in different vessels. In that case, the free surfaces of the liquid in different vessels will not remain on the same horizontal plane.

Equilibrium Of Two Different Liquids In A U-Tube: When two immiscible liquids are poured into the two limbs of a U-tube, it is found that the free surfaces of the liquids in the two limbs remain horizontal, but they attain different heights.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Equilibrium Of Two Different Liquids In A U Tube

Let ADBEC be a U-tube made of glass. Into one of the limbs (say, the right one), mercury is poured and it is seen that mercury enters the other limb and rises up to the same horizontal level in the two limbs.

Now, another liquid lighter than mercury is poured into the left limb of the U-tube and it is observed that the mercury level falls in this limb and rises in the other limb through the same height.

In equilibrium, the interface of the liquids in the left arm is at D, the free surface of the liquid is at A and that of mercury is at C. In equilibrium, at the same horizontal level DE, liquid pressure at the point D = mercury pressure at the point E.

Now, the pressure at the point D = h2ρ2g

[AD = h2 , density of the liquid = ρ2, acceleration due to gravity = g]

and pressure at the point E = h1ρ1g[CE = h1, density of mercury = ρ1]

∴ \(h_2 \rho_2 g=h_1 \rho_1 g \text { or, } \frac{h_1}{h_2}=\frac{\rho_2}{\rho_1}\) ……(1)

Therefore, in equilibrium, the height of the liquid column from the level of the interface is inversely proportional to the respective density.

If the density of one liquid is known, then with the help of equation (1), the density of the other liquid can also be found out.

Lateral Thrust On A Surface Immersed Vertically In A Liquid: Consider a horizontal surface in a liquid at rest. At every point on that surface, the pressure exerted by the liquid will be the same and the pressure multiplied by the area of the immersed surface gives the total thrust.

  • But if the surface is placed in a vertical or an inclined position inside the liquid, then different points of the surface will lie at different depths and hence the pressure will vary from point to point.
  • In this case, the average pressure exerted on the surface is calculated. The total thrust acting on the surface can be obtained by multiplying the average pressure with the area of the surface.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Lateral Thurst On A Surface Immersed vertically In A Liquid

Let the length and breadth of a rectangular surface ABCD, immersed vertically inside a liquid of density p, be a and b respectively.

Let us assume that the depth of the side AB from the free surface of the liquid is h.

∴ Depth of the side CD = (h+ b).

∴ Pressure at any point on the side AB = hρg and that at any point on the side CD = (h+ b)ρg.

∴ Average pressure on the surface ABCD

= \(\frac{h \rho g+(h+b) \rho g}{2}=\frac{2 h \rho g+b \rho g}{2}\)

= \(h \rho g+\frac{1}{2} b \rho g=\left(h+\frac{b}{2}\right) \rho\)

So, the lateral thrust on the surface ABCD

= average pressure x area = \(\left(h+\frac{b}{2}\right) \rho g \times a b\)

Unit 7 Properties Of Bulk Matter Chapter 2 Hydrostatics Pressure Numerical Examples

Example 1. Calculate the pressure at the bottom of a freshwater lake of depth 10 m. The atmospheric pressure = 76 cm of mercury and the density of mercury = 13.6 g · cm-3.
Solution:

Pressure at the bottom of the lake = atmospheric pressure + pressure exerted by a 10 m water column

= 76 x 13.6 x 980 + 10 x 100 x 1 x 980

= 980(76 x 13.6 + 1000)

= 980 x 2033.6 = 1.993 x 10  dyn ·cm-2.

Example 2. The length of a right circular cylinder filled with water is 4 m and its diameter is 1 m. At first, it is held upright on its base, and then is positioned laterally. Find the ratio of the thrusts exerted on its circular base in the above two cases.
Solution:

The length of a right circular cylinder filled with water is 4 m and its diameter is 1 m. At first, it is held upright on its base, and then is positioned laterally.

When the cylinder is held upright, the thrust exerted on its circular base,

⇒ \(F_1=\text { pressure } \times \text { area }=4 \times 1000 \times 9.8 \times \pi\left(\frac{1}{2}\right)^2 \mathrm{~N}\)

When the cylinder is kept laterally, the thrust exerted on its circular base,

F2 = average pressure x area

= \(\frac{1}{2} \times 1000 \times 9.8 \times \pi\left(\frac{1}{2}\right)^2 \mathrm{~N}\)

∴ \(\frac{F_1}{F_2}=\frac{4 \times 1000 \times 9.8 \times \pi\left(\frac{1}{2}\right)^2}{\frac{1}{2} \times 1000 \times 9.8 \times \pi\left(\frac{1}{2}\right)^2}\)

∴ \(F_1: F_2=8: 1\)

Example 3. A hollow right circular cone of height h and of semi-vertical angle θ is placed with its base on a horizontal table. If the cone is filled with a liquid of density ρ and the weight of the empty cone is equal to the weight of the liquid that it contains, find the thrust of the liquid on the base of the cone and the pressure exerted on the table.
Solution:

A hollow right circular cone of height h and of semi-vertical angle θ is placed with its base on a horizontal table. If the cone is filled with a liquid of density ρ and the weight of the empty cone is equal to the weight of the liquid that it contains

According to Fig, r = h tan θ = radius of the circular base of the cone.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics A Hollow Rigth Circular Cone Of Heigth

Volume of the cone, V = \(\frac{1}{3} \pi r^2 h\)

Mass of the liquid inside the cone, M = \(\frac{1}{3} \pi \rho r^2 h\)

Liquid pressure on the base of the cone = \(h \rho g\)

∴ Thrust exerted by the liquid on the base of the cone

= pressure x area = \(h \rho g \times \pi r^2=\pi \rho g h^3 \tan ^2 \theta\)

Again, mass of the empty cone = M = \(\frac{1}{3} \pi \rho r^2 h\)

∴ Total force exerted on the table = weight of the cone + weight of the liquid

= \(\frac{1}{3} \pi \rho r^2 h \cdot g+\frac{1}{3} \pi \rho r^2 h \cdot g=\frac{2}{3} \pi \rho g r^2 h\)

∴ Pressure on the table = \(\frac{\text { force }}{\text { area }}=\frac{\frac{2}{3} \pi \rho g r^2 h}{\pi r^2}=\frac{2}{3} h \rho g\).

Example 4. The lock gate of a canal is 4.8 m broad. The depth of water on one side of the lockgate is 4.5 m and on the other side is 3 m. Calculate the total thrust on the lock gate. The density of water = 1000 kg · m3.
Solution:

The lock gate of a canal is 4.8 m broad. The depth of water on one side of the lockgate is 4.5 m and on the other side is 3 m.

Thrust exerted by the water column of depth 4.5 m on one side of the lock gate

= 1/2 x 4.5 x 1000 x (4.5 x 4.8) xg = 48600 kg x g

Thrust exerted by the water column of depth 3 m on the other side of the lock gate

= 1/2 x 3 x 1000 x (3 x 4.8) xg = 21600 kg x g

Since, these two thrusts are mutually opposite in direction, the net thrust on the lockgate

= (48600-21600) xg = 2.65 x 105 N.

Example 5. An air bubble of diameter 1 mm is formed at the bottom of a lake and when it rises to the surface of the water, its diameter becomes 2 mm. If the atmospheric pressure is 76 cm of mercury, then find the depth of the lake. (Density of mercury = 13.6 g · cm-3)
Solution:

An air bubble of diameter 1 mm is formed at the bottom of a lake and when it rises to the surface of the water, its diameter becomes 2 mm. If the atmospheric pressure is 76 cm of mercury

Pressure at the bottom of the lake = (76 x 13.6 x 980 + h x 1 x 980) dyn · cm-2

[h = depth of the lake; p = atmospheric pressure =76 x 13.6 x 980 dyn · cm-2]

Volume of the bubble at the bottom of the lake = 4/3π(0.05)3 cm3 and volume of the bubble at the surface of the lake = 4/3π(0.1)3 cm3.

If the temperature of the lake water is uniform, then pV = constant.

∴ \((76 \times 13.6+h) \times 980 \times \frac{4}{3} \pi(0.05)^3\)

= \(76 \times 13.6 \times 980 \times \frac{4}{3} \pi(0.1)^3\)

∴ h = 7235 cm = 72.35 m.

Example 6. A large container with a cylindrical mouth is filled with water and closed with a piston. A vertical tube is now inserted through the piston. The radius of the 1 tube is 5 cm, the radius of the piston is 10 cm and the mass of the piston is 20 kg. To what height will the water rise inside the tube?
Solution:

A large container with a cylindrical mouth is filled with water and closed with a piston. A vertical tube is now inserted through the piston. The radius of the 1 tube is 5 cm, the radius of the piston is 10 cm and the mass of the piston is 20 kg.

Area of the piston

= \(\pi\left(r_2^2-r_1^2\right)=\pi\left(10^2-5^2\right)=75 \pi \mathrm{cm}^2\).

Weight of the piston = 20 x 1000 x g dyn

Let the height of the water column in the tube be hem.

Now, pressure of the piston = pressure of the water column in the tube

or, \(\frac{20 \times 1000 \times g}{75 \pi}=h \times 1 \times g\)

∴h = \(\frac{20000}{75 \pi}=84.88 \mathrm{~cm}\)

Example 7. At what depth below the surface of a lake will the total pressure be twice the atmospheric pressure? (Atmospheric pressure = 76 cm Hg and the density of mercury = 13.6 g · cm-3)
Solution:

If the required depth is h and the atmospheric pressure is p, then 2p = p + hρg

or, p = hρg or, 76 x 13.6 x g = h x 1 x g

∴ h = 76 x 13.6 = 1033.6 cm.

Example 8. A U-tube is partially filled with mercury. Kerosene oil is poured into one of its limbs and glycerine into the other. It is observed that, when the height of the kerosene oil becomes 20 cm and that of glycerine becomes 12.68 cm, the levels of the mercury column in the two limbs are at the same horizontal level If the density of kerosene oil is 0.8 g · cm-3, then find that of glycerine.
Solution:

A U-tube is partially filled with mercury. Kerosene oil is poured into one of its limbs and glycerine into the other. It is observed that, when the height of the kerosene oil becomes 20 cm and that of glycerine becomes 12.68 cm, the levels of the mercury column in the two limbs are at the same horizontal level If the density of kerosene oil is 0.8 g · cm-3

In the U-tube, mercury levels in the two limbs are at the same horizontal level.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics In U Tube Mercury Levels In The Two Limbs Are At The Horizontal Level

So, pressure exerted by 20 cm of kerosene oil = pressure exerted by 12.68 cm of glycerine. Let the density of glycerine be ρ.

∴ 20 x 0.8 x g = 12.68 x ρ x g

or, \(\rho=\frac{20 \times 0.8}{12.68}=1.26 \mathrm{~g} \cdot \mathrm{cm}^{-3}\)

Example 9. A vertical U-tube of uniform cross-section contains mercury. Through one of its limbs, some water is poured such that the mercury level in that limb goes down by 2 cm. What will be the height of the water column?
Solution:

A vertical U-tube of uniform cross-section contains mercury. Through one of its limbs, some water is poured such that the mercury level in that limb goes down by 2 cm.

Let the height of the water column be h. If the mercury level falls down by 2 cm in one limb, then it will rise by 2 cm in the other limb.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics A Vertical U Tube Of Uniform Cross Section

From fig, AC = 2cm, BE = 2cm

∴ DE = 2 + 2 = 4 cm

Now, pressure at the point C = pressure at the point D

∴ h x l x g = 4 x 13.6 x g or, h = 54.4 cm

Example 10. The cross-sections of the two limbs of a U-tube are 3 cm2 and 1 cm2 respectively. Keeping the tube vertical, some mercury is poured into it. Now 60 cm3 of water is poured into the wider limb. To what height will the mercury rise in the narrow limb? The density of mercury = 13.6 g · cm-3.
Solution:

The cross-sections of the two limbs of a U-tube are 3 cm2 and 1 cm2 respectively. Keeping the tube vertical, some mercury is poured into it. Now 60 cm3 of water is poured into the wider limb.

In Fig, we can see the final state after water is poured. The mercury column in the wider limb will fall and that in the narrow limb will rise.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Cross Section Of The Two Limbs Of A U Tube

The height of the water column in the wider limb

= \(\frac{\text { volume of water }}{\text { area of cross-section of the wider limb }}=\frac{60}{3}=20 \mathrm{~cm}\)

∴ FC = 20 cm

After water is poured into the wider limb, suppose the mercury column Tails by x. So, mercury will rise through 3x in the narrower limb (v the area of the cross-section of the wider limb is 3 times that of tire narrower limb).

∴ AC = x and BE = 3x

∴ DE = x+3x = 4x

Now, pressure at the point C = pressure at tire point D

or, 20 x 1 x g = 4x x 13.6 x g

or, x = \(\frac{20}{4 \times 13.6}=0.368 \mathrm{~cm}\)

∴ The mercury column will rise through 0.368 x 3 = 1.1 cm in the narrower limb.

Example 11. One of the two limbs of a U-tube of uniform bore is closed by means of a cork. Some water and paraffin oil are in the tube. Water level in the open tube is 2 cm higher than that in the closed tube and a 10 cm column of paraffin is above it. If the cork is removed, then by what height will the level of water in the closed limb rise or fall? (Density of paraffin = 0.8 g · cm-3)
Solution:

One of the two limbs of a U-tube of uniform bore is closed by means of a cork. Some water and paraffin oil are in the tube. Water level in the open tube is 2 cm higher than that in the closed tube and a 10 cm column of paraffin is above it.

Let us assume that, when the cork is removed, the water level below the oil column will fall by h with respect to the level of water in the other limb.

Now,pressure at D = pressure at A’

or, h x 1 x g = 10 x 0.8 x g or, h = 8 cm .

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics One Of The Two Limbs Of A U Tube Of Uniform Bore

Here, the cross-section of the U-tube is uniform. So, if the height of the water column falls through x cm in one limb, the difference in the level of water in the two limbs will increase by 2x cm.

So, the initial difference in the levels of water = -2 cm, and the final difference = + 8 cm.

∴ 2x = 8-(-2) = 10

∴ x = 5 cm

So, when the cork is removed, the height of the water column
will rise by 5 cm in that limb.

Example 12. A vertical U-tube of uniform cross-section contains mercury in both Its arms. A glycerine (density 1.3 g · cm-3) column of height 10 cm is introduced into one of the arms. Oil of density 0.8 g · cm-3 is poured into the other arm until the upper surfaces of oil and glycerine are at the same level. Find the height of the oil column. The density of mercury is 13.6 g · cm-3.
Solution:

A vertical U-tube of uniform cross-section contains mercury in both Its arms. A glycerine (density 1.3 g · cm-3) column of height 10 cm is introduced into one of the arms. Oil of density 0.8 g · cm-3 is poured into the other arm until the upper surfaces of oil and glycerine are at the same level.

Let the height of the oil column be h

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics A Vertical U Tube Of Unifom Cross Section Contains Mercury In Both Arms

According to the figure, AC = ED

or, h + BC = 10

or, BC = (10 – h) cm

Now,pressure at the point C = pressure at the point D

or, h x 0.8 x g + (10 – h) x 13.6 x g =10 x 1.3 x g

or, h x 0.8 + 136 – 13.6h = 13 or, 12.8 h = 123

or, h =\(\frac{123}{12.8}=9.61 \mathrm{~cm}\)

Example 13. The cross-sections of the two sides of a U-tube are 1 cm2 and 0.1 cm2 respectively. Some water is poured inside the tube when it rises to the same height in both the limbs. What volume of a liquid of density 0.85 g · cm-3 should be poured into the wider limb so that the water level rises by 15 cm in the narrow limb?
Solution:

The cross-sections of the two sides of a U-tube are 1 cm2 and 0.1 cm2 respectively. Some water is poured inside the tube when it rises to the same height in both the limbs.

At first, water rises up to the same level in both the arms. When the liquid is poured into the wider limb, sup¬pose the level of waterfalls by x cm and rises by 15 cm in the narrow limb.

AC = BF = x

volume of the part AC = volume of the part BD

or, x x 1 = 15×0.1 or, x = 1.5 cm

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics The Cross Sections Of The Two Sides Of U Tube

Let EC = h.

Pressure at the point C = pressure at the point F

or, h x 0.85 x g = (15 + 1.5) x 1 x g

or, h = \(\frac{16.5}{0.85}\) = 19.41 cm

So, the volume of liquid poured into the wider limb = 19.41 x 1 = 19.41 cm3.

Example 14. The cross-sectional area of the left limb of a U-tube is one-third of that of its right limb. It contains some mercury. The empty space in the left limb measures to 40 cm. If water is poured to fill it up, then find the rise of the mercury column in the right limb. (Specific gravity of mercury = 13.6)
Solution:

The cross-sectional area of the left limb of a U-tube is one-third of that of its right limb. It contains some mercury. The empty space in the left limb measures to 40 cm.

At first, the mercury is at the same level in both the limbs. When water is poured, suppose the fall in the mercury level in the narrow limb is x and the corresponding rise in the mercury level in the wider limb is y.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics The Cross Sectional Area Of Left Lim Of A U Tube In One Third Of That Of Its Rigth Limb

If the cross-sectional area of the narrow limb is A, then, according to the problem, the cross-sectional area of the wider limb will be 3A.

From Fig. 2.14, we see,

volume of the part A’ C – volume of the part FB

or, x x A = y x 3A or, x = 3y

Now, pressure at point C = pressure at point D

or, EC x 1 x g = FD x 13.6 x g or, (40 + x) = (x + y) x 13.6

or, 40 + 3y= (3y+y)x 13.6

or, (13.6 x 4 – 3)y = 40

or, y = \(\frac{40}{54.4-3}=0.78 \mathrm{~cm} .\)

Example 15. A U-tube of uniform cross-section contains some mercury. If water is poured into one of the limbs up to a height of 13.4 cm, then find the rise in the mercury level in the other limb. The density of mercury = 13.4 g · cm-3.
Solution:

A U-tube of uniform cross-section contains some mercury. If water is poured into one of the limbs up to a height of 13.4 cm

At first, the mercury will attain the same height in both the limbs. Now a column of water 13.4 cm high is poured into the left limb and, due to this, the mercury level falls through a depth of x cm from its initial position.

Since the cross-sectional areas of both the limbs are the same, the mercury level will rise through a height of x cm from its original position in the other limb.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics A U Tube Uniform Cross Section Contains Some Mercury

Now, pressure at point C = pressure at point E

or, 13.4 x 1 x g = 2JC X 13.4 xg or, x = 1/2 = 0.5 cm

The mercury level in the other limb will rise by 0.5 cm from its original position.

Example 16. Two cylindrical vessels of the same type contain a liquid of density ρ. The bases of both the vessels lie on the same horizontal plane. The depth of the liquid in the left vessel is h1 and that in the right vessel is h2. The area of the cross-section of the base of each vessel is A. If the vessels are connected by a tube, then how much is the work done by gravity to equalize the levels of the liquid in the vessels (suppose h1 >h2)?
Solution:

Two cylindrical vessels of the same type contain a liquid of density ρ. The bases of both the vessels lie on the same horizontal plane. The depth of the liquid in the left vessel is h1 and that in the right vessel is h2. The area of the cross-section of the base of each vessel is A.

When the vessels are connected, the level of the liquid in the left-hand vessel will fall, and that in the right-hand one will go up.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics Two Cylindral Vessels Of Some Type Contain A Liquid Of Density

The initial difference in the liquid levels in the vessels = h1-h2. When the levels in both vessels become the same, the level of liquid in the left-hand vessel will fall by 1/2(h1-h2), and that in the right-hand vessel will rise by 1/2(h1-h2).

Mass of this liquid = 1/2(h1-h2)Aρ.

The centre of gravity of this liquid moves up against gravity by 1/2(h1-h2).

∴ Increase in potential energy of this liquid = work done against gravity

= \(\frac{1}{2}\left(h_1-h_2\right) A \rho \times g \times \frac{1}{2}\left(h_1-h_2\right)=\frac{1}{4} A \rho g\left(h_1-h_2\right)^2\).

Example 17. A tank closed tightly with a lid, is completely filled with water and is rigidly fixed on a car. The car moves with a constant acceleration of 20 cm · s-2. Determine the pressure at a point 10 cm below the lid and at a distance of 10 cm from the front wall of the tank.
Solution:

A tank closed tightly with a lid, is completely filled with water and is rigidly fixed on a car. The car moves with a constant acceleration of 20 cm · s-2.

Let us consider a vertical disc of unit area kept at a depth h from the upper surface of the tank. The disc is at a distance x from the front wall of the car and its width is dx. Let the pressures at distances x and (x + dx) be p and (p+dp) respectively.

Class 11 Physics Part 2 Unit 7 Properties Of Matter Chapter 2 Hydrostatics A Tank Closed Tightly With A Lid Is Completely Filled With Water

∴ p + dp – p = p – dx- a

[ρ = density of the liquid, ρdx = mass of the liquid displaced by the disc, and a = acceleration of the car]

or, dp = aρdx

∴ ∫dp = ap ∫dx

or, p = aρx+ c [c = integration constant]

Now, if x = 0, then p = hρg.

∴ hρg = c

∴ p = aρx+ hρg = ρ(ax+ hg)

∴ The pressure at a point 10 cm below the lid and at a distance of 10 cm from the front wall of the tank,

p = 1(20 x 10 + 10×980) =200 + 9800

= 10000 dyn · cm-2.

Experimental verification of Hooke’s law Notes

Elasticity Property Of Matter

From our common experience, we know that when a rubber cord is pulled, it increases in length. But in order to increase the length of a steel wire of same diameter by the same amount, a greater force needs to be applied.

  • When equal and opposite external forces act on a body, the different point masses of the body undergo relative displacements. As a result, the body undergoes a change in its shape or size, or both.
  • In this condition, a reaction force develops inside the body which opposes the change. If this change lies within a definite limit then the body regains its original state once the forces are withdrawn.
  • The property which opposes deformation is present in all materials. This general property of matter is known as elasticity (or the elastic property of matter).

Elastic Definition: The property by virtue of which a body resists the deformation in shape or volume or both due to external forces acting on it and regains its original shape or volume when these external forces are withdrawn is called elasticity. This property is present in every material, irrespective of
whether it is solid, liquid, or gas.

Read and Learn More: Class 11 Physics Notes

Elasticity of rubber and Steel: From the viewpoint of physics, a body is said to be more elastic if it has a greater ability to resist deformation against the external force.

  • The greater the external force necessary to produce a definite change in the size or shape of a body, the more elastic is the material of the body.
  • As mentioned earlier, in order to produce an equal deformation in a steel wire and a rubber wire of the same dimensions, a greater force is necessary in the of the steel wire. For this reason, steel is more elastic than rubber.

Factors Affecting Elasticity:

  1. The presence of impurities in a metal changes its elastic property.
  2. If a metal is deformed frequently, then its elasticity decreases. For example, if a thick copper wire is often twisted, it becomes hard and brittle.
  3. The elasticity of a metal changes with temperature. Usually, its elasticity decreases when temperature increases, and vice versa.
  4. An exception to this rule occurs in the case of invar —whose elasticity does not change with any change in temperature. Again if a metal is first heated and then cooled, i.e., it is softened, its elasticity gradually decreases

Elasticity Some Useful Definitions

Perfectly elastic body: If after the withdrawal of external forces, a body completely regains its original shape and volume, then it is called a perfectly elastic body.

  • In real life, however, a body cannot be perfectly elastic for all magnitudes of external forces. Up to a certain limiting value of external force, a body behaves as a perfectly elastic body.
  • This limit is known as the elastic limit for the material of the body. Different materials have different elastic limits. For example, the elastic limit of steel is very high while that of rubber is very low.

Perfectly plastic or inelastic body: if a body, elongated (or compressed) by external forces remains in that deformed state even after the withdrawal of these deforming forces, it is called a perfectly plastic or inelastic body. Actually, no material is perfectly inelastic, though clay comes very close to it.

Partly elastic body: If after the withdrawal of external forces, a deformed body only partially regains its original shape and volume then it is called a partly elastic body. Practically all materials are partly elastic.

Strain: Under the influence of external forces, when a body gets deformed, the different parts of the body suffer relative displacements. As a result, the body undergoes a change in length, volume, or shape.

Strain of a body is defined as the change of its length, volume, or shape relative to its original length, volume, or shape before deformation. So, it is a ratio of two identical quantities and hence it has no unit, i.e., strain is a dimen¬sionless quantity.

Stress: When a body gets deformed under the influence of external forces, a reaction force develops in the body because of elasticity.

This force tries to resist the external forces and helps to bring the body back to its unstrained condition after the deforming forces are withdrawn. The reaction force acting per unit area of the cross-section of the body is called stress.

Since action and reaction are opposite but equal, stress is equal in magnitude to the force applied per unit area of the deformed body.

Stress = \(\frac{\text { applied force }}{\text { area of cross-section of the body }}\)

Units and dimension of stress:

  • dyn. cm-2 CGS system
  • N. m-2 SI

Dimensional of stress = \(\frac{\text { dimension of force }}{\text { dimension of area }}=\frac{M L T^{-2}}{L^2}\) = ML-1T-2

We shall see that the units and dimension of stress is the same as that of pressure.

Normal stress and shearing or tangential stress: An applied force can act normally or obliquely on the surface of a body. The component of the reaction force perpendicular to a unit area of the surface is called normal stress.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Normal Stress And Shearing Or Tangential Stress

  • When there is any change in the length of a wire or in the volume of a body, normal stress is developed. The stress associated with an increase in length is called tensile stress and that associated with a decrease is called compressive stress.
  • On the other hand, the component of the reaction force parallel to a unit area of the surface is called shearing stress or tangential stress. Usually, shearing stress is developed during any change in the shape of a body.

Breaking load and breaking stress: if the external force exceeds the elastic limit, then a strained body cannot return to its original size or shape even after the deforming force is withdrawn.

  • In such a case, the body gets perma¬nently deformed. If the amount of the external force is increased gradually, then, for a particular value of the applied force, the body breaks or snaps.
  • The magnitude of force, or load, for which the body breaks or snaps is called the breaking load of that body. In that condition, the maximum reaction force developed per unit area of the surface of the body is called breaking stress. Every material has its characteristic breaking stress.

Elasticity Hooke’s Law

The fundamental law of elasticity was propounded by Robert Hooke in 1676. Later Thomas Young expressed this lawin the following way.

Statement: Within the elastic limit of a substance, stress is directly proportional to strain.

Hence, stress ∝ strain or, \(\frac{\text { stress }}{\text { strain }}\) = constant

This constant is called the modulus of elasticity for the material of the body. Therefore, the stress developed for unit strain is defined as the modulus of elasticity.

This modulus depends on the material of the body. The modulus of elasticity changes with temperature, in general. Usually, its value decreases with an increase in temperature.

Units and dimension of the modulus of elasticity: Since strain has no unit, the modulus of elasticity has the unit of stress.

Relation: \(1 \mathrm{~N} \cdot \mathrm{m}^{-2}(1 \mathrm{~Pa})=\frac{1 \mathrm{~N}}{1 \mathrm{~m}^2}=\frac{10^5 \mathrm{dyn}}{10^4 \mathrm{~cm}^2}\)

= \(10 \mathrm{dyn} \cdot \mathrm{cm}^{-2}\)

Similarly, the dimensions of the modulus of elasticity and of
stress are identical, which is ML-1T-2.

ElasticityStress Strain Graph (Load Exten Sion Graph Of A String)

Suppose a wire of uniform cross-section is clamped at its upper end with rigid support and a load is applied at its lower end which is then gradually increased.

As a result, the length of the wire goes on increasing. In the stress- strain graph of a ductile metallic wire has been shown. The different parts of this graph are described below.

1. Straight line OA: In this section, the stress on the wire is proportional to the strain, which means that the metal follows Hooke’s Aaftr. The wire behaves like a completely elastic body up to the point A.

2. Point A: This point indicates the proportionality limit.

3. Line segment AB: In this section, the ratio of stress and strain is comparatively less, which means that the metal does not follow Hooke’s law. However, after reaching this section of strain, if the stress is removed, then the wire will regain its original length, which means that the strain will again be zero.

4. Point B: This point indicates the elastic limit. In the case of most metals, the two points A and 6 are found to be quite close to each other. In the case of glass, A, and B are identical points and in the case of rubber, the distance between A and B is quite high.

5. Line segment BC: In this section, stress divided by strain becomes even less and the metal gradually loses its elastic property and becomes plastic. After reaching this section of strain, if the stress is removed, then the wire is unable to regain its original length. So, the wire undergoes a permanent deformation.

6. Point C: This point is called the yield point or the upper yield point. At this point, the stress level is known as yield stress. The yield point for most substances can¬not be determined accurately.

7. Line segment CD: In this section, stress divided by strain is negative. It implies that even if stress is decreased, strain will increase.

8. Point D: This point is called the lower yield point. If the stress is gradually decreased after the strain reaches this point, the return graph is not along DO, but along DO’. In this case OO’ indicates the permanent deformation.

For bodies with nearly perfect elasticity, the points A, B, C, and D are situated so close to one another that practically the four points can be assumed to be identical.

9. Line segment DE: In this section, stress divided by strain is the least and the metal becomes plastic. The cross-section of certain parts of a wire becomes comparatively lower than that of the remaining parts.

10. Point E: At point E the stress reaches its maximum value. At this point, the material of the wire flows like a viscous liquid and the wire becomes thin. Now, even if the load is decreased, the wire goes on thinning down.

11. Line segment EF: In this section, the area of the cross-section at different parts of the wire starts decreasing fast.

12. point F: At this point, the wire snaps from its weakest part. The stress corresponding to the point F is called breaking stress or the ultimate stress. This point F is called fracture or breaking point.

Ductile material: The materials which have large plastic range of extension are called ductile materials. As shown in the stress-strain curve in Fig, their fracture or breaking point is widely separated from the elastic limit. Such materials undergo an irreversible increase in length before snapping. So they can be drawn into thin wires. Copper, silver, iron, aluminum, etc., are examples of ductile materials.

Brittle material: The materials which have very small range of plastic limit of extension are called brittle materials.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity String Graph Line Segment BC

Such materials break as soon as the stress is increased beyond the elastic limit. Their breaking point lies just close to their elastic limit as shown. Cast iron, glass, ceramic, etc., are examples of brittle materials.

Necessity of the stress-strain graph: For practical purposes, knowledge of the load-extension graph of a metal is absolutely essential. From this graph, the elastic limit of the material can be known.

For example, during the use of a machine, the stress developed on the axle or the other parts of the machine should be kept below the elastic limit of its material. For this, the stress-strain or the load-extension graphs of different materials are highly useful.

Elastic fatigue: If the force (or load) applied on an elastic body rises and falls rapidly and this periodic fluctuation continues for a long time, then the elastic property of the body gets degraded, even if the elastic limit for the material is not exceeded.

  • It means that the body remains permanently deformed in some respect, i.e.„ some part of the body becomes thinner and weaker, even after the deforming force is withdrawn. The body may then break or snap at a load less than the normal breaking load.
  • This kind of degradation of the elastic property of material due to rapid changes in stress is called elastic fatigue.

Elasticity Experimental Verification Of Hooke’s Law Determination Of Young’s Modulus

Searle’s Experiment: A uniform metal wire, about 2 to 3 m long, is hung from the roof of the laboratory. Initially, a small weight, usually called zero-load, is attached to the lower end of the wire. With the help of a screw gauge, the average diameter of the experimental wire is measured. Its length (L) is determined using a metre scale.

The load at the lower end of the wire is then gradually increased. Measuring the corresponding extensions with suitably fitted verniers, a graph can be plotted with the load along the X-axis and the elongation along the Y-axis. The graph passes through the origin and is a straight line.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Experimental Verification Of Hooke's Law

As the graph is a straight line, we can say that, load ∝ elongation, i.e., stress ∝ strain (within the elastic limit). This proves the validity of Hooke’s law.

Calculation: From any point P on the graph, two perpendiculars are drawn on the axes.

Here, OQ = load (mg); OR = elongation (l).

Therefore, the longitudinal stress \(\frac{m g}{\pi r^2}\) and the longitudinal.

∴ Y = \(\frac{\text { longitudinal stress }}{\text { longitudinal strain }}=\frac{\frac{m g}{\pi r^2}}{\frac{l}{L}}=\frac{m g L}{\pi r^2 l}\)

Since the quantities on the right-hand side of the above expression are known, the value of Young’s modulus (Y) can be determined.

Elasticity Synopsis

The property by virtue of which a body resists the defor¬mation either in shape or in volume or both, due to application of external forces on it and recovers its original shape or volume when the deforming force is withdrawn, is called elasticity.

  • A body cannot be perfectly elastic for all magnitudes of external force. Only up to a certain limit of external force a body can be perfectly elastic. This limit is known as the elastic limit for the material of that body.
  • Actually there is no perfectly elastic or perfectly inelastic material, rather all materials can be treated as partially elastic.

Under the influence of external deforming force the reaction force developed per unit area of cross section of a body is called stress. Stress of a body can be expressed as

stress = \(\frac{\text { applied force }}{\text { area of cross-section of the body }}\)

  • Relative displacements of different parts of an elastic body occur under the influence of external deforming force. As a result, the body undergoes change in length, volume, or shape. The fractional change in these quanti¬ties is known as strain.
  • Strain is always represented by the ratio of two identical quantities. It has no unit its dimension = 1
  • The applied force or load for which a body snaps or breaks is called the breaking load.

Hooke’s law: Within elastic limit, stress is directly proportional to strain. The amount of stress developed per unit strain is called elastic modulus.

Dimensions of elastic modulus and stress are identical and is ML-1T-2.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Dimensions Of Elastic Modulus And Stress Are Identical

  • The amount of force applied to produce unit elongation in a spring is called its force constant. Force constant of a spring represents its stiffness.
  • The loss in elastic capability of a body due to repeated and rapid increase or decrease in the force applied on it is known as elastic fatigue.

Elasticity Useful Relations For Solving Numerical Problems

Hooke’s law: \(\frac{\text { stress }}{\text { strain }}=\text { elastic modulus }\)

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Hooke's Law

Y = \(3 K(1-2 \sigma)=2 n(1+\sigma), \sigma=\frac{3 K-2 n}{6 K+2 n}\)

⇒ \(\frac{9}{Y}=\frac{1}{K}+\frac{3}{n}\)

Work done in stretching wire,

W = \(\frac{1}{2} F l=\frac{1}{2} \frac{Y A l^2}{L}\)

In deforming a body, the work done per unit volume potential energy stored per unit volume of the body (energy density) = 1/2 x stress x strain .

For a force F applied on a spring, if its increase in length is x, then F∝x or, F = kx (where k = force constant of the spring]

 

 Elasticity Multiple Correct Answers Type Questions

 Elasticity Multiple Correct Answers Type Questions

Question 1. The most elastic among the following substances is

  1. Rubber
  2. Glass
  3. Steel
  4. Copper

Answer: 3. Steel

Question 2. Which is most elastic?

  1. Iron
  2. Copper
  3. Quartz
  4. Wood

Answer: 3. Quartz

Question 3. The ratio of the lengths of two wires made of the same metal and of equal radius is 1:2. If both the wires are stretched by the same force, then the ratio of the strains will be

  1. 1:1
  2. 1:2
  3. 2:1
  4. 1:4

Answer: 1. 1:1

Question 4. Shearing strain is expressed by

  1. Shearing force
  2. Angle of shear
  3. Increase in area
  4. Decrease in volume

Answer: 2. Angle of shear

Question 5. Breaking the stress of a wire depends on

  1. The radius of the wire
  2. The length of the wire
  3. The shape of the cross-section
  4. The nature of its material

Answer: 4. The nature of its material

WBCHSE Class 11 Physics Elasticity

Question 6. The elongation of an elastic material is very low. What should be the shape of a body for which the longitudinal strain will be appreciable?

  1. A thin but long wire
  2. A thick block having any cross-section
  3. A thin block having a rectangular cross-section
  4. A thin and short wire

Answer: 1. A thin but long wire

Question 7. The unit of elastic modulus is

  1. N · m-3
  2. N · m-2
  3. N · m-1
  4. N · m

Answer: 2. N · m-2

Question 8. Four wires made of the same metal are stretched by the same load. Their dimensions are given below. Which one will be elongated most?

  1. Length 1 m, diameter 1 mm
  2. Length 2 m, diameter 2 mm
  3. Length 3 m, diameter 3 mm
  4. Length 4 m, diameter 0.5 mm

Answer: 4. Length 4 m, diameter 0.5 mm

Question 9. Keeping the length of a wire unchanged, its diameter is doubled. Young’s modulus for the material of the wire will

  1. Increase
  2. Decrease
  3. Remain the same
  4. None of these

Answer: 3. Remain the same

Question 10. Keeping one end of a wire of length L and radius r fixed, a force F is applied at the other end to elongate it by l. Another wire made of same metal but of length 2 L and radius 2r is stretched by a force 2 F. Its increase in length will be

  1. l
  2. 2l
  3. l/2
  4. 4l

Answer: 1. l

Question 11. The ratios of the lengths and diameters of two metallic wires A and B of the same material are 1: 2 and 2 :1 respectively. If both the wires are stretched by the same tension, then the ratio of the elongations of A and B will be

  1. 1:2
  2. 4:1
  3. 1:8
  4. 1:4

Answer: 3. 1:8

Question 12. A uniform rod weighs W, has a length L and has a cross-sectional area a. The rod is suspended from one of its ends. The Young’s modulus of its material is Y. An Increase in length of the rod will be

  1. zero
  2. \(\frac{W L}{2 a Y}\)
  3. \(\frac{W L}{a Y}\)
  4. \(\frac{2 W L}{a Y}\)

Answer: 2. \(\frac{W L}{a Y}\)

Question 13. If the ratio of diameters, lengths and Young’s modulus of steel and copper wires shown in the Fig are p, q and s respectively, then the corresponding ratio of increase in their lengths would be

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Ration Of Diameters Of Yound Modulus

  1. \(\frac{5 q}{7 s p^2}\)
  2. \(\frac{7 q}{5 s p^2}\)
  3. \(\frac{2 q}{5 s p}\)
  4. \(\frac{7 q}{5 s p}\)

Answer: 2. \(\frac{7 q}{5 s p^2}\)

Question 14. Two rods of equal length and cross-sectional area have their Young’s moduli Y1 and Y2 respectively. If the rods are joined end to end, then the equivalent Young’s modulus of the combined rod system is

  1. \(\frac{2 Y_1 Y_2}{Y_1+Y_2}\)
  2. \(\frac{Y_1 Y_2}{Y_1+Y_2}\)
  3. \(\frac{1}{2\left(Y_1+Y_2\right)}\)
  4. \(Y_1+Y_2\)

Answer: 1. \(\frac{2 Y_1 Y_2}{Y_1+Y_2}\)

Question 15. A rubber string of length 8 m is hanging vertically with one end fixed. If the density of rubber is 1.5 x 103 kg · m-3 and Young’s modulus is 5 x 106 N · m-2, then the increase of its length due to its own weight will be [g = 10 m · s-2]

  1. 9.6 x 10-2 m
  2. 19.2 x 10-3 m
  3. 9.6 x 10-3 m
  4. 9.6 m

Answer: 1. 9.6 x 10-2 m

Question 16. The modulus of rigidity of steel is n and its Young’s modulus is Y. A steel wire of cross-sectional area A is so elongated that its area of cross-section becomes A/10. As a result

  1. Y increases but n decreases
  2. Y and n both remain the same
  3. Y decreases but n increases
  4. Both Y and n will increase

Answer: 2. Y and n both remain the same

Question 17. One end of a wire of length 1 m is rigidly fixed at the ceiling and a load W is applied at the other end of it. Load-elongation graph of it is shown in the diagram. If the area of the cross-section of the wire is 10-6 m2, then Young’s modulus for the material of the wire will be

Class 11 Physics Unit 7 Chapter 1 Elasticity One End Of A Wire Of Length

  1. 2 x 1011 N · m-2
  2. 2 x 10-11 N · m-2
  3. 3 x 1012 N · m-2
  4. 2 x 10-13 N · m-2

Answer: 1. 2 x 1011 N · m-2

Question 18. In stretching a wire, the amount of work done per unit volume of the wire is

  1. Stress x strain
  2. 1/3 x strees x strain
  3. \(\frac{stress}{strain}\)
  4. 1/2 x strees x strain

Answer: 4. 1/2 x strees x strain

Question 19. A stretched rubber has

  1. Increased kinetic energy
  2. Increased potential energy
  3. Decreased kinetic energy
  4. Decreased potential energy

Answer: 2. Increased potential energy

Question 20. A wire of initial length L and area of cross-section A has Young’s modulus Y of its material. The wire is stretched by a stress S within its elastic limit. The stored energy density in the wire will be

  1. \(\frac{S}{2 Y}\)
  2. \(\frac{2 Y}{s^2}\)
  3. \(\frac{s^2}{2 Y}\)
  4. \(\frac{S^2}{Y}\)

Answer: 3. \(\frac{s^2}{2 Y}\)

Question 21. A wire of initial length L and area of cross-section A, having Young’s modulus Y of its material, is stretched to be elongated by an amount x. Work done in stretching the wire is

  1. \(Y A \frac{x^2}{2 L}\)
  2. \(Y A \frac{x^2}{L}\)
  3. \(Y A \frac{x}{2 L}\)
  4. \(Y A \frac{2 x^2}{L}\)

Answer: 1. \(Y A \frac{x^2}{2 L}\)

Question 22. One end of a wire is rigidly fixed and a force of 200 N is applied at its other end. The wire undergoes an elongation of 1 mm. The potential energy stored in the wire is

  1. 0.1 J
  2. 0.2 J
  3. 10 J
  4. 20 J

Answer: 1. 0.1 J

Question 23. Two wires A and B are made of the same metal. The diameter of A is double that of B and the length of B is thrice that of A. If both the wires are stretched by the same force to elongate them equally within elastic limit, then the ratio of energy stored in the wires A and B will be

  1. 2:3
  2. 3:4
  3. 3:2
  4. 6:1

Answer: 2. 3:4

Question 24. A spring of force constant k is cut into two equal parts. The force constant of each part of the spring will be

  1. k/2
  2. k
  3. 2k
  4. 4k

Answer: 3. 2k

Question 25. Force constants of two springs are k1 and k2. One end of a spring is connected with one end of the other. The equivalent force constant of the spring system will be

  1. \(\frac{k_1+k_2}{2}\)
  2. \(2\left(k_1+k_2\right)\)
  3. \(\frac{k_1+k_2}{k_1 k_2}\)
  4. \(\frac{k_1 k_2}{k_1+k_2}\)

Answer: 4. \(\frac{k_1 k_2}{k_1+k_2}\)

Question 26. A wire of length L and area of cross-section A, having Young’s modulus Y of its material, behaves like a spring of force constant k. The value of k will be

  1. \(k=\frac{Y A}{L}\)
  2. \(k=\frac{2 Y A}{L}\)
  3. \(k=\frac{Y A}{2 L}\)
  4. \(k=\frac{Y L}{A}\)

Answer: 1. \(k=\frac{Y A}{L}\)

Question 27. An elastic spring of length L and of force constant k is stretched to increase its length by an amount x. The spring is further stretched to elongate it by y. The amount of work done in stretching the spring in the second case (x and y are very small) is

  1. \(\frac{1}{2} k y^2\)
  2. \(\frac{1}{2} k\left(x^2+y^2\right)\)
  3. \(\frac{1}{2} k(x+y)^2\)
  4. \(\frac{1}{2} k y(2 x+y)\)

Answer: 4. \(\frac{1}{2} k y(2 x+y)\)

Question 28. An ideal spring with spring constant k is hung from the ceiling and a block of mass M is attached to its lower end. The mass is released when the spring is initially unstretched. Then the maximum extension in the spring is

  1. \(\frac{4 M g}{k}\)
  2. \(\frac{2 M g}{k}\)
  3. \(\frac{M g}{k}\)
  4. \(\frac{M g}{2 k}\)

Answer: 2. \(\frac{2 M g}{k}\)

Question 29. TWo springs P and Q of force constant kP and kQ \(\left(k_Q=\frac{k_P}{2}\right)\) are stretched by applying forces of equal magnitude. If the energy stored in Q is E, then the energy stored in P is

  1. E
  2. 2 E
  3. E/4
  4. E/2

Answer: 4. E/2

Question 30. Before snapping, a wire can bear a load of 100 kg. The wire is cut into two equal parts. Now the maximum load that can be withstood by each part of the wire is

  1. 100 kg
  2. 40 kg
  3. 200 kg
  4. 50 kg

Answer: 1. 100 kg

Question 31. A uniform wire of length I and weight W is rigidly fixed at one end and a load W1 is applied at its other end. If the area of cross-section of the wire is S, then stress developed in the wire at a distance 3L/4 from its lower end will be (assume that increase in length of the wire is very small)

  1. \(\frac{W_1}{S}\)
  2. \(\frac{\left(\frac{3 W}{4}\right)}{S}\)
  3. \(\frac{\left(W_1+\frac{3 W}{4}\right)}{S}\)
  4. \(\left(\frac{W_1+\frac{W}{4}}{S}\right)\)

Answer: 3. \(\frac{\left(W_1+\frac{3 W}{4}\right)}{S}\)

Question 32. A steel ring of radius r and cross-section A is fitted onto a wooden disc of radius R(R> r). If Young’s modulus be E, then the force with which the steel ring is expanded is

  1. \(A E \frac{R}{r}\)
  2. \(\frac{E r}{A R}\)
  3. \(\frac{E}{A}\left(\frac{R-r}{A}\right)\)
  4. \(A E\left(\frac{R-r}{r}\right)\)

Answer: 4. \(A E\left(\frac{R-r}{r}\right)\)

In the type of questions more than one options are correct.

Question 33. A wire of length L and cross-section A hung from a rigid support is loaded with a mass M. The elongation produced is

  1. Inversely proportional to L
  2. Directly proportional to M
  3. Directly proportional to young’s modulus
  4. Inversely proportional to A

Answer:

2. Directly proportional to M

4. Inversely proportional to A

Question 34. Which of the following statements are correct regarding elasticity?

  1. Rubber does not obey Hooke’s law
  2. Elasticity can be different for tensile and compressive stress
  3. Elasticity is independent of temperature
  4. Poisson’s ratio is a modulus of elasticity

Answer:

1. Rubber does not obey Hooke’s law

2. Elasticity can be different for tensile and compressive stress

Question 35. Potential energy per unit volume of a stretched wire is

  1. 1/2 stress x strain
  2. \(\frac{1}{2} \frac{\text { stress }}{\text { strain }}\)
  3. 1/2 Young’s modulus x strain2
  4. 1/2 x Young’s modulus x strain

Answer:

1. 1/2 stress x strain

2. \(\frac{1}{2} \frac{\text { stress }}{\text { strain }}\)

Question 36. Two wires A and B have equal lengths and are made of the same material, but the diameter of A is twice that of wire B. Then, for a given load

  1. The extension of B will be four times that of A
  2. The extension of A and B will be equal
  3. The strain in B is four times that in A
  4. The strain in A and B will be equal

Answer:

1. The extension of B will be four times that of A

3. The strain in B is four times that in A

Question 37. The figure shows the stress-strain graphs for materials A and B. From the graph it follows that

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Stress Strain Graphs For Materials

  1. Material A has a higher Young’s modulus
  2. Material B is more ductile
  3. Material B can withstand greater stress
  4. Material A can withstand greater stress

Answer:

1. Material A has a higher Young’s modulus

4. Material A can withstand greater stress

Question 38. Two wires A and B have the same cross-section and are made of the same material but the length of wire A is twice that of B. Then for a given load

  1. The extension of A will be twice that of B
  2. The extension of A and B will be equal
  3. The strain in A will be half that in B
  4. The strains in A and B will be equal

Answer:

1. The extension of A will be twice that of B

4. The strains in A and B will be equal

Question 39. Choose the correct statement (s) from the following.

  1. Steel is more elastic than rubber
  2. The stretching of a coil spring is determined by the Young’s modulus of the wire of the spring
  3. The frequency of a tuning fork is determined by the shear modulus of the material of the fork
  4. When a material is subjected to a tensile (stretching) stress the restoring force is caused by interatomic attraction

Answer:

1. Steel is more elastic than rubber

4. When a material is subjected to a tensile (stretching) stress the restoring force is caused by interatomic attraction

Elasticity Questions and Answers

Elasticity Long Answer Type Questions And Answers

Question 1. Which is more elastic steel or diamond?
Answer:

Magnitude of elastic limit is the degree of elasticity of a material. Higher the elastic limit of a material, greater is its degree of elasticity. The elastic limit of diamond is more than that of steel and hence diamond is more elastic than steel.

Question 2. Explain why the temperature of a wire under tension will change if it snaps suddenly.
Answer:

The temperature of a wire under tension will change if it snaps suddenly

During elongation of a wire the work done remains stored as elastic potential energy in the wire. When the wire snaps suddenly, that stored potential energy is transformed into heat energy resulting in increase in temperature.

Question 3. Two bodies M and N of equal mass are hung separately from two lightweight springs. Force constants of the springs are k1 and k2. The bodies are set to vibrate so that their maximum velocities are equal. Find the ratio of the amplitudes of vibration of the two bodies.
Answer:

Two bodies M and N of equal mass are hung separately from two lightweight springs. Force constants of the springs are k1 and k2. The bodies are set to vibrate so that their maximum velocities are equal.

A body suspended from a spring will acquire maximum velocity at the equilibrium position in its path of vibration. At that position potential energy of the body becomes zero and its energy becomes totally kinetic.

Let the amplitude of vibration of the body M be x1 and that of N be x2. Since they are of equal mass and their maximum velocities are also the same, their maximum kinetic energies will also be equal.

[Maximum kinetic energy = 1/2 x mass x (maximum velocity)2]. This kinetic energy transforms into the potential energy (1/2kx2) of the body at the end of its amplitude.

∴ \(\frac{1}{2} k_1 x_1^2=\frac{1}{2} k_2 x_2^2 \text { or, } \frac{x_1}{x_2}=\sqrt{\frac{k_2}{k_1}} \text {. }\)

Question 4. Springs are usually made of steel but not of copper. Why?
Answer:

Springs are usually made of steel but not of copper.

Elasticity of steel is more than that of copper. It means that the elastic limit of steel is greater. Let us consider two springs of the same size, one of steel and another of copper.

An equal tensile force is applied on both springs. On slowly increasing the magnitude of the applied force on the two springs it is seen that, at a certain stage the steel spring still behaves like an elastic body but the copper spring undergoes a permanent deformation.

For this reason, springs are usually made of steel but not of copper. Moreover, copper is costlier than steel. However, copper springs may be used where the applied force is not very high.

Question 5. On the basis of the moduli of elasticity distinguish between solid, liquid, and gaseous substances.
Answer:

We know that there are three moduli of elasticity

  1. Young’s modulus,
  2. Bulk modulus and
  3. Modulus of rigidity.

Since solids have definite length, volume, and shape, it has all the three moduli of elasticity. Liquid and gaseous substances have no definite length or shape, but have volume only.

Hence a liquid or a gaseous substance only has bulk modulus. This modulus of a gas is much less than that of a liquid. But the bulk moduli of a solid and a liquid are nearly equal in magnitude.

Question 6. The Poisson’s ratio of a wire is σ. Show that if e is the longitudinal strain due to an applied force, the volume strain will be e( 1 – 2σ).
Answer:

The Poisson’s ratio of a wire is σ.

Suppose, the length of the wire is l, radius is r and its volume is V.

∴ V = πr2l

or, dV = \(\pi r^2 d l+2 \pi l r d r=\pi r^2 d l-2 \pi r^2 \sigma d l\)

[\(\sigma=\frac{-d r / r}{d l / l}\), dr = \(-r \sigma \frac{d l}{l}\)]

= \(\pi r^2 d l(1-2 \sigma)\)

∴ Volume strain = \(\frac{d V}{V}=\frac{\pi r^2 d l(1-2 \sigma)}{\pi r^2 l}=\frac{d l}{l}(1-2 \sigma)\)

= \(e(1-2 \sigma)\left[\text { given that } \frac{d l}{l}=e\right]\)

Question 7. In the case of an elastic body which one is more fundamental—stress or strain?
Answer:

When an elastic body gets strained under the influence of external forces, a reaction force develops inside the body. This is the source of stress. This stress helps the deformed body to regain its original shape. It means that only when strain is produced in a body, a stress is developed within it. So, elastic strain is more fundamental than stress.

Question 8. Within elastic limit the Poisson’s ratio depends only on the nature of the material but not on the stress applied”—explain.
Answer:

With the increase in stress, longitudinal strain as well as lateral strain will increase proportionately. As a result, Poisson’s ratio remains fixed, because

Poisson’s ratio = \(\frac{\text { lateral strain }}{\text { longitudinal strain }}\); hence with in elastic limit Poisson’s ratio is independent of the stress applied.

Question 9. For a steel wire, if the diameter is larger, it can withstand a greater load. Why?
Answer:

We know that, breaking stress = \(\frac{\text { breaking load }}{\text { area of cross-section of the wire }}\)

or, breaking load = breaking stress x area of cross-section of the wire

= breaking stress x \(\frac{\pi d^2}{4}\)

[d = diameter of the wire]

Since for a particular material, the breaking stress is fixed, a wire with a larger diameter (d) is able to withstand a greater load.

Question 10. In the Fig, load-elongation graphs of two wires made of two different materials A and B are shown. The wires have the same length and the same area of cross-section. Which material has a greater value of F?
Answer:

For the same load F, elongations in the wires made of materials A and B are l1 and l2 respectively.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Load Elongation Graphs Of Two Wires Made Different Materials

Since their initial lengths are the same, (longitudinal strain)A < (longitudinal strain)B.

Now Y = \(\frac{\text { longitudinal stress }}{\text { longitudinal strain }}\)

Hence, YA> YB.

Question 11. Load-elongation graphs of two wires A and B, made of the same material and of equal initial length are shown in the Fig. Which wire is thicker?
Answer:

Y = \(\frac{F L}{\alpha l}\)

or, Y = \(\frac{F L}{\alpha l}\)(α = area of cross-section of the wires)

F, L, and Y are the same for the two wires

∴ \(\alpha \propto \frac{1}{l}\)

So the wire of smaller elongation has a larger cross-section.

∴ (α)A>(α)B

Hence, the wire A is thicker than the wire B.

Question 12. Young’s moduli of two rods of equal length and equal cross-section are Y1 and Y2. These rods are joined end to end forming a composite rod-system. Prove that the equivalent Young’s modulus of the composite system of rods = \(\frac{2 Y_1 Y_2}{Y_1+Y_2} .\)
Answer:

Young’s moduli of two rods of equal length and equal cross-section are Y1 and Y2. These rods are joined end to end forming a composite rod-system.

Let for applied force F, elongations of the two rods be /j and /2 respectively.

∴ \(l_1=\frac{F L}{Y_1 A} ; l_2=\frac{F L}{Y_2 A}\)

Class 11 Physics Unit 7 Chapter 1 Elasticity Young's Moduli Of Two Rods Of Equal Length And Equal Cross Sections

 

A = area of cross-section of each rod;

L = original length of each rod.

Now, equivalent Young’s modulus of the composite rod-system,

Y = \(\frac{\frac{F}{A}}{\frac{l_1+L_2}{2 L}}=\frac{2 F L}{A\left(l_1+l_2\right)}\)

= \(\frac{2 F L}{A\left[\frac{F L}{Y_1 A}+\frac{F L}{Y_2 A}\right]}\)

= \(\frac{2}{\frac{1}{Y_1}+\frac{1}{Y_2}}=\frac{2 Y_1 Y_2}{Y_1+Y_2}\)

Question 13. State whether the values of Young’s moduli for thin and thick iron wires of equal length will be different.
Answer:

Young’s moduli of two iron wires of the same length but of different thicknesses cannot be different because it depends only on the material of the wire.

Question 14. Can a steel wire be elongated to twice its initial length by hanging a load from its end?
Answer:

By hanging a load from its free end, a steel wire can¬not be elongated to twice its initial length. This is because the wire snaps before attaining that elongation, as it crosses its breaking load.

Question 15. How does the value of modulus of elasticity change due to increase in temperature?
Answer:

In most cases, the value of elastic modulus decreases slightly due to increase in temperature

Question 16. A hanging wire of length L is elongated by an amount l with a load M attached to Its free end. Prove that the elastic potential energy stored In the wire Is 1/2 Mgl.
Answer:

A hanging wire of length L is elongated by an amount l with a load M attached to Its free end.

Elastic potential energy stored in the wire

= 1/2 x force x increase in length

= 1/2 x Mgx l = 1/2 Mgl.

Question 17. A spring balance gives erroneous readings if It is used frequently over a long period of time. Explain.
Answer:

A spring balance gives erroneous readings if It is used frequently over a long period of time.

On using a spring balance frequently over a long period of time, its elastic property degrades and it deforms permanently. As a result, the elongation of the spring is more than the elongation it should suffer for a given load suspended at its free end. So, we get a wrong reading.

Question 18. An elastic wire is cut into two equal halves. Deter – mine whether there will be any change in the maxi¬mum load that each half can carry.
Answer:

An elastic wire is cut into two equal halves.

Young’s modulus, Y = \(\frac{\text { stress }}{\text { strain }}\). For maximum load, the stress is the breaking stress. For wires of the same material, both Y and the breaking stress have fixed characteristic values.

So, when a wire carries the maximum load, the strain acquires a particular value. This value is independent of the initial length of the wire. Therefore, two wires of the same material of lengths L1 and L2, can carry the same maximum load.

Question 19. The breaking force for a wire is F. What will be the breaking force for

  1. two parallel wires of same size and
  2. for a single wire of double the thickness?

Answer:

1. When two wires of the same size are suspended in parallel; a force equal to 2F has to be applied on the parallel combination, so that a force equal to the breaking force for the wire acts on each of the two wires.

2. Now, F = \(\frac{Y a l}{L}=\frac{Y\left(\pi d^2\right) l}{4 L}\)

or, F ∝ d2

If the wire is of double the thickness i.e., of double the diameter then breaking force will be 4F.

Elasticity Short Questions And Answers

Question 1. A spring is cut into two equal pieces. What is the spring the constant of each part if the spring constant of the original spring is k,
Solution:

A spring is cut into two equal pieces.

Let us consider that the spring elongates by x when a force F is applied on it. So, the force constant of the spring, k = F/x.

Now, if the spring is cut into two equal parts, then on the application of the same force F, each part of the spring will elongate by x/2.

The force constant each part, \(k^{\prime}=\frac{F}{\frac{x}{2}}=\frac{2 F}{x}=2 k\)

Question 2. A spring having spring constant k is cut into two parts in the ratio 1:2. Find the spring constants of the two parts.
Solution:

A spring having spring constant k is cut into two parts in the ratio 1:2.

Let the initial length of the spring be x.

The spring constant of a particular spring is inversely proportional to its length.

∴ kx = constant.

When the spring is cut into two parts in the ratio 1:2, the length of the two parts are x/3 and 2x/3 respectively.

⇒\(k_1 \frac{x}{3}=k x \text { or, } k_1=3 k\)

and \(k_2 \cdot \frac{2 x}{3}=k x \text { or, } k_2=\frac{3 k}{2}\)

Question 3. The length of a metal wire is L1. when the tension is T1 and L2 when the tension is T2 The unstretched length of the wire is

  1. \(\frac{L_1+L_2}{2}\)
  2. \(\sqrt{L_1 L_2}\)
  3. \(\frac{T_2 L_1-T_1 L_2}{T_2-T_1}\)
  4. \(\frac{T_2 L_1+T_1 L_2}{T_2+T_1}\)

Answer:

Young’s modulus, Y = \(\frac{\text { stress }}{\text { strain }}\)

or, strain = \(\frac{\text { stress }}{\text { strain }}\)

If the length of the wire is L0 when there is no tension in the string, then in the first case, stress = \(\frac{T_1}{\alpha}\) and strain = \(\frac{L_1-L_0}{L_0}\)

[a = area of cross-section = constant (approximately)]

So, \(\frac{L_1-L_0}{L_0}=\frac{T_1}{\alpha Y} \quad \text { or, } \frac{1}{\alpha Y}=\frac{1}{T_1}\left(\frac{L_1}{L_0}-1\right)\)

Similarly in the second case, \(\frac{1}{\alpha Y}=\frac{1}{T_2}\left(\frac{L_2}{L_0}-1\right)\)

So, \(\frac{1}{T_1}\left(\frac{L_1}{L_0}-1\right)=\frac{1}{T_2}\left(\frac{L_2}{L_0}-1\right)\)

or, \(\frac{1}{L_0}\left(\frac{L_1}{T_1}-\frac{L_2}{T_2}\right)=\frac{1}{T_1}-\frac{1}{T_2}\)

or, \(\frac{1}{L_0} \frac{T_2 L_1-T_1 L_2}{T_1 T_2}=\frac{T_2-T_1}{T_1 T_2}\)

∴ \(L_0=\frac{T_2 L_1-T_1 L_2}{T_2-T_1}\)

The option 3  is correct

Question 4. A liquid of bulk modulus k is compressed by applying an external pressure such that its density increased by 0.04% . The pressure applied on the liquid is

  1. k/10000
  2. k/10000
  3. 1000k
  4. 0.01k

Answer:

k = \(\frac{p}{\frac{\Delta V}{V}}\)

or, \(p=k \times \frac{\Delta V}{V}=k \times \frac{\Delta \rho}{\rho}=k \times 0.01 \%=\frac{k}{10000}\)

The option 1 is correct.

Question 5. The stress along the length of a rod (with rectangular cross section) is 1% of the Young’s modulus of its material. What is the approximate percentage of change of its volume? (Poisson’s ratio of the material of the rod is 0.3)

  1. 3%
  2. 1%
  3. 0.7%
  4. 0.4%

Answer:

Let, volume of the rod, V = xyz and Young’s modulus of its material of the rod = Y

Now, \(\frac{F}{A}=Y \times 1 \%\)

or, \(Y \times \frac{\Delta x}{x}=\frac{Y}{100}\)

or, \(\frac{\Delta x}{x}=0.01\)

∴ \(\frac{\Delta V}{V}=\frac{\Delta x}{x}+\frac{\Delta y}{y}+\frac{\Delta z}{z}\)

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Young's Modulus Of Its Material Of The Rod

= \(\frac{\Delta x}{x}-\sigma \frac{\Delta x}{x}-\sigma \frac{\Delta x}{x}\) ……..(1)

[Poisson’s ratio, \(\sigma=\frac{\text { lateral strain }}{\text { longitudinal strain }}=\frac{\frac{\Delta y}{y}}{\frac{\Delta x}{x}}=\frac{\frac{\Delta z}{z}}{\frac{\Delta x}{x}}\)]

Negative symbol in equation (1) implies that, as length increases due to stress, value of y and z decreases simultaneously.

∴ From equation (1),

∴ \(\frac{\Delta V}{V}=0.01-2 \times 0.3 \times 0.01=0.004=0.4 \%\)

The option 4 is correct.

Question 6. When a rubber band is stretched by a distance x, it exerts a restoring force of magnitude F = ax + bx2, where a and b are constants. The work done in stretching the unstretched rubber band by L isothermal

  1. \(a L^2+b L^3\)
  2. \(\frac{1}{2}\left(a L^2+b L^3\right)\)
  3. \(\frac{a L^2}{2}+\frac{b L^3}{3}\)
  4. \(\frac{1}{2}\left(\frac{a L^2}{2}+\frac{b L^3}{3}\right)\)

Answer:

⇒ \(\int d W=\int F d l\)

W = \(\int_0^L a x d x+\int_0^L b x^2 d x=\frac{a L^2}{2}+\frac{b L^3}{3}\)

The option 3 is correct.

Question 7. A man grows into a giant such that his linear dimensions increase by a factor of 9. Assuming that his density remains same, the stress in the leg will change by a factor of

  1. 9
  2. 1/9
  3. 81
  4. 1/81

Answer:

According to the question, \(\frac{V_f}{V_i}=(9)^3\)

So, \(\frac{m_f}{m_i}=(9)^3\)

Also, \(\frac{A_f}{A_i}=(9)^2\)

Stress = \(\frac{\text { force }}{\text { area }}=\frac{m \times g}{A}\)

∴ \(\frac{S_f}{S_i}=\frac{m_f}{m_i} \times \frac{A_i}{A_f}=(9)^3 \times \frac{1}{(9)^2}=9\)

The option 1 is correct.

Question 8. An external pressure P is applied on a cube at 0°C so that it is equally compressed from all sides. K is the bulk modulus of the material of the cube and α is its coefficient of linear expansion. Suppose we want to bring the cube to its original size by heating. The temperature should be raised by

  1. \(\frac{P}{3 \alpha K}\)
  2. \(\frac{P}{\alpha K}\)
  3. \(\frac{3 \alpha}{P K}\)
  4. \(3 P K \alpha\)

Answer:

Bulk modulus, K= \(\frac{P}{\left(\frac{\Delta V}{V}\right)}\)

∴ \(\frac{\Delta V}{V}=\frac{P}{K}[\Delta V= change in volume]\)

If we bring back the cube to its original size by increasing the temperature Δt,

⇒ \(\Delta V=V \cdot \gamma \Delta t\)

or, \(\Delta t=\frac{\Delta V}{V} \cdot \frac{1}{\gamma}=\frac{\Delta V}{V} \cdot \frac{1}{3 \alpha}=\frac{P}{3 k \alpha}\)

The option (1) is correct.

Question 9. A solid sphere of radius r made of a soft material of bulk modulus K is surrounded by a liquid in a cylindrical container. A massless piston of area a floats on the surface of the liquid, covering entire cross-section of cylindrical container. When a mass m is placed on the surface of the piston to compress the liquid, the fractional decrement in the radius of the sphere, (dr/r) is

  1. \(\frac{m g}{3 K a}\)
  2. \(\frac{m g}{K a}\)
  3. \(\frac{K a}{m g}\)
  4. \(\frac{K a}{3 m g}\)

Answer:

Bulk modulus,  K = \(-V \frac{d p}{d V}\)

or, \(-\frac{d V}{V}=\frac{d p}{K}\)

or, \(\frac{-3 d r}{r}=\frac{\frac{m g}{a}}{K}\left[because V=\frac{4}{3} \pi r^3\right]\)

or, \(\frac{d r}{r}=-\frac{m g}{3 K a} \quad therefore\left|\frac{d r}{r}\right|=\frac{m g}{3 K a}\)

The option 1 is correct

Question 10. Copper of fixed volume V is drawn into wire of length l. When this wire is subjected to a constant force F, the extension produced in the wire is Δl. Which of the following graphs is a straight line?

  1. Δl versus 1/l
  2. Δl versus l2
  3. Δl versus 1/l2
  4. Δl versus l

Answer:

Y = \(\frac{F l}{A \Delta l} \text { or, } \Delta l=\frac{F l}{A Y}=\frac{F l^2}{V Y}\)

∴ \(\Delta l \propto l^2\)

The option 2 is correct.

Question 11. The approximate depth of an ocean is 2700 m. The compressibility of water is 45.4 x 10-11 Pal-1 and density of water is 103kg/m3. What fractional compression of water will be obtained at the bottom of the ocean?

  1. 0.8 x 10-2
  2. 1.0 x 10-2
  3. 1.2 x 10-2
  4. 1.4×10-2

Answer:

Due to AP amount of increase in pressure, there is AV
amount of compression in volume V.

So, fractional compression = \(\frac{\Delta V}{V}\)

and compressibility, K = \(\frac{1}{V} \frac{\Delta V}{\Delta P}\)

Now consider the magnitude, \(\frac{\Delta V}{V}=K \Delta P\)

Here, ΔP = hρg = 2700 x 103 x 10 Pa [taking g = 10m/s2]

Hence, fractional compression, \(\frac{\Delta V}{V} =\left(45.4 \times 10^{-11}\right) \times\left(2700 \times 10^3 \times 10\right)\)

= \(1.226 \times 10^{-2}\)

The option 3 is correct.

Question 12. The density of a metal at normal pressure is p. Its density when it is subjected to an excess pressure p is p’ . If B is bulk modulus of the metal, the ratio of \(\frac{e^{\prime}}{\rho}\)

  1. \(1+\frac{B}{p}\)
  2. \(\frac{1}{1-\frac{p}{B}}\)
  3. \(1+\frac{p}{B}\)
  4. \(\frac{1}{1+\frac{P}{B}}\)

Answer:

Volume strain = change in pressure = p

Initial volume, V = \(\frac{M}{\rho}\)

Final volume, \(V^{\prime}=\frac{M}{\rho^{\prime}}\)

Change in volume, \(V^{\prime}-V=M\left(\frac{\rho-\rho^{\prime}}{\rho^{\prime} \rho}\right)\)

∴ Volume strain = \(=\frac{V^{\prime}-V}{V}=\frac{\rho-\rho^{\prime}}{\rho^{\prime}}\)

∴ \(B=-\frac{p V}{V^{\prime}-V}=-\frac{p \times \rho^{\prime}}{\rho-\rho^{\prime}}\)

or, \(\underset{B}{p}=-\frac{\rho-\rho^{\prime}}{\rho^{\prime}}=\frac{\rho^{\prime}-\rho}{\rho^{\prime}}\)

or, \(\frac{\rho}{\rho^{\prime}}=1-\frac{p}{B}\)

∴ \(\frac{\rho^{\prime}}{\rho}=\frac{1}{1-\frac{p}{B}}\)

The option 2 is correct.

Question 12. Two wires are made of the same material and have the same volume. The first wire has cross-sectional area A and the second wire has cross-sectional area 3A. If the length of the first wire is increased by Δl. on applying a force F, how much force is needed to stretch the second wire by the same amount?

  1. 4F
  2. 6F
  3. 9F
  4. F

Answer:

In case of first wire, Y = \(\frac{F / A}{\Delta l / l_0}=\frac{F l_0}{A \Delta l}\)

or, \(F=\frac{Y A \Delta l}{l_0}\)

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Two Wires Are Made Of Same Marterial And Have Same Volume

In case of second wire,

Y = \(\frac{F^{\prime} / 3 A}{\frac{\Delta l}{l_0 / 3}}=\frac{F^{\prime} l_0}{9 A \Delta l}\)

or, \(F^{\prime}=\frac{9 Y A \Delta l}{l_0}=9 F\)

The option 3 is correct.

Question 13. Which type of substances are called elastomers? Give one example.
Answer:

Elastomers:

Elastomers are those materials for which stress-strain variation is not a straight line within elastic limit. An elastomer is a polymer with viscoelasticity (colloquially elasticity), generally having low Young’s modulus and high failure strain compared with other materials.

Example: Rubber.

Question 14. Bridges are declared unsafe after long use. Why?
Answer:

Bridges are declared unsafe after long use.

A bridge undergoes alternating stress and strain for a large number of times during its use. A bridge loses its elastic strength when it is used for long time. Therefore, the amount of strain for a given stress will become large and ultimately the bridge will collapse. So, they are declared unsafe after long use.

Question 15. What are elastomers? Give two examples for the same.
Answer:

Elastomers:

Elastomers (elastic polymers) are materials of low Young’s modulus but of very high elastic limits. Such a material can withstand high strain but can still develop sufficient stress to bring it back to its initial size and shape.

Examples: natural rubber, thermoplastics.

Question 16. What is the value of rigidity modulus of elasticity for an incompressible liquid?
Answer:

Value of rigidity modulus of elasticity for an incompressible liquid

A liquid, compressible or incompressible, does not have any define shape; it cannot withstand shear. So it can never generate any shearing stress. Hence the rigidity modulus of elasticity of a liquid is zero.

Question 17. Which type of energy is stored in the spring of wrist watch?
Answer:

Potential energy is stored in the spring of wrist watch.

Question 18. The stress-strain graph for materials A and B are as shown in the graphs are drawn to the same scale, which graph represents property of ductile materials? Justify your answer.
Answer:

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Stress Strain Graphs For Materials A And B

The graph for material A represents the property of ductile material because of its greater plastic range.

Question 19. A two wires A and B of length l, radius r, and length 21, radius 2 r having same Young’s modulus Y are hung with a weight mg as shown in figure. What is the net elongation in the two wires?
Answer:

A two wires A and B of length l, radius r, and length 21, radius 2 r having same Young’s modulus Y are hung with a weight mg as shown in figure.

The length and radius of wire A are l and r and that of wire B are 2l and 2 r respectively.

If l1 and l2 be the individual elonga¬tion of wire A and wire B, then the net elongation,

∴ \(\Delta l =\Delta l_1+\Delta l_2=\frac{m g l}{\pi r^2 Y}+\frac{m g(2 l)}{\pi(2 r)^2 Y}\)

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Net Elongation In The Two Wires

= \(\left(\frac{m g l}{\pi r^2 Y}+\frac{2 m g l}{4 \pi r^2 Y}\right)=\frac{4 m g l+2 m g l}{4 \pi r^2 Y}=\frac{3}{2} \frac{m g l}{\pi r^2 Y}\)

Question 20. Which of the two forces-deforming or restoring is responsible for the elastic behaviour of substance?
Answer:

Restoring force is responsible for the elastic behaviour of substance.

Elasticity Assertion Reason Type Question And Answers

Direction: These questions have statement 1 and statement 2. Of the four choices given below, choose the one that best describes the two statements.

  1. Statement 1 is true, statement 2 is true; statement 2 is a correct explanation for statement 1.
  2. Statement 1 is true, statement 2 is true; statement D is not a correct explanation for statement 1.
  3. Statement 1 is true, statement 2 is false.
  4. Statement 1 is false, statement 2 is true.

Question 1.

Statement 1: Young’s modulus for a perfectly plastic body is zero.

Statement 2: For a perfectly plastic body, restoring force is zero.

Answer: 1. Statement 1 is true, statement 2 is true; statement 2 is a correct explanation for statement 1.

Question 2.

Statement 1: If length of a rod is doubled the breaking load remains unchanged.

Statement 2: Breaking load is equal to the elastic limit

Answer: 3. Statement 1 is true, statement 2 is false.

Question 3.

Statement 1: Ductile metals are used to prepare thin wires.

Statement 2: In the stress-strain curve of ductile metals, the length between the points representing elastic limit and breaking points is very small.

Answer: 3. Statement 1 is true, statement 2 is false.

Question 4.

Statement 1: The restoring force F on a stretched string at extension x is related to the potential energy U as F = \(=-\frac{d U}{d x}\)

Statement 2: F = -kx and U = 1/2kx2, where k is the spring constant.

Answer: 1. Statement 1 is true, statement 2 is true; statement 2 is a correct explanation for statement 1.

Question 5.

Statement 1: Identical springs of steel and copper are equally stretched. More work will be done on the steel spring.

Statement 2: Steel is more elastic than copper.

Answer: 1. Statement 1 is true, statement 2 is true; statement 2 is a correct explanation for statement 1.

Question 6.

Statement 1: A hollow shaft is found to be stronger than a solid shaft made of same material.

Statement 2: The torque required to produce a given twist in hollow cylinder is greater than that required to twist a solid cylinder of same size and same material.

Answer: 1. Statement 1 is true, statement 2 is true; statement 2 is a correct explanation for statement 1.

Question 7.

Statement 1: The bridges are declared unsafe after a long use.

Statement 2: Elastic strength of bridges decreases with time.

Answer: 1. Statement 1 is true, statement 2 is true; statement 2 is a correct explanation for statement 1.

Question 8.

Statement 1: Stress is the internal force per unit area of a body.

Statement 2: Rubber is less elastic than steel.

Answer: 2. Statement 1 is true, statement 2 is true; statement D is not a correct explanation for statement 1.

Elasticity Very Short Answer Type Questions

Question 1. Between rubber and steel—which one is more elastic?
Answer: Steel

Question 2. Which one is more elastic—steel or diamond?
Answer: Diamond

Question 3. State whether the elasticity of a metallic substance increases or decreases with the rise in temperature.
Answer: Decreases

Question 4. ‘Strain has no unit’—state whether the statement is true or false.
Answer: True

Question 5. Write down the dimension of stress.
Answer: ML-1T-2

Question 6. Can the length of a steel wire be doubled by hanging a load from its end?
Answer: No

Question 7. Under which kind of stress does a body undergo a change in shape without changing its volume?
Answer: Shearing stress

Question 8. Which property of a spring is represented by its force constant?
Answer: Stiffness of the spring

Question 9. Between steel and copper—which one is usually used to make springs?
Answer: steel

Question 10. Write down the dimension of force constant.
Answer: MT-2

Question 11. Can liquid and gaseous substances withstand shearing strain?
Answer: No

Question 12. Which property of a metal is manifested when compressional stress more than the yield point is developed?
Answer: Plastic property

Question 13. On what factor does the breaking stress of a wire depend?
Answer: On the material of the wire

Question 14. State whether a body undergoes a change in volume due to shearing stress only.
Answer: No

Question 15. ‘Young’s modulus depends on temperature’—state whether it is true or false?
Answer: True

Question 16. Write down the dimension of elastic limit.
Answer: MLT-2

Question 17. A wire is halved by cutting it. Would there be any change in the breaking load due to this?
Answer: No

Question 18. All bodies are _______ elastic in reality.
Answer: Partly

Question 19. Strain is a ______ quantity.
Answer: Dimensionless

Question 20. During change in length of a wire or change in volume of a body, ______ stress is developed.
Answer: Normal

Question 21. During change in shape of a body, stress is developed.
Answer: Shearing

Question 22. Compressibilities of solidsand liquids are very _____, but that of a gaseous substance is much ______
Answer: low, higher

Question 23. Modulus of rigidity is a characteristic of ________.
Answer: Solids

Question 24. Poisson’s ratio depends on the of a body.
Answer: Material

Question 25. Loss in elastic ability of a body due to rapid change in the load applied on it is called _____
Answer: Elastic fatigue

Question 26. What is the SI unit of force constant?
Answer: N · m-1

Question 27. ______ are usually made of not of copper.
Answer: Springs, steel

Question 28. The magnitude of the _______ per unit cross-sectional area on a body is the breaking stress.
Answer: Breaking load

Question 29. Write the name of a substance whose elasticity does not change with the change in temperature.
Answer: Invar

Question 30. What is defined by dividing stress by strain within elastic limit?
Answer: Elastic modulus

Question 31. For which kind of substance is Young’s modulus physically meaningful?
Answer: Solid

Question 32. Two iron wires of equal length are taken. One of them is thick and the other is thin. In which case will Young’s modulus be greater?
Answer: Wall be same in either case

Question 33. What is the Poisson’s ratio of a substance whose volume remains unchanged under elastic strains?
Answer: 1/2

Question 34. A wire is cut into two parts. What will be the change in Young’s modulus of the parts?
Answer: No change occurs

Question 35. What is the range of theoretical values of Poisson’s ratio?
Answer: -1 to 1/2

Question 36. Write down the dimension of Poisson’s ratio with respect to M, L and T.
Answer: M0L0T0

Question 37. What is the value of Young’s modulus for a perfectly rigid body?
Answer: Infinite

Question 38. Name the reciprocal of bulk modulus.
Answer: Compressibility

Question 39. What is the dimension of elastic modulus?
Answer: ML-1T-2

Question 40. What is the relation between Y, K and σ?
Answer: Y = 3K(1-2σ)

Question 41. What is the relation between Y, n and <x?
Answer: Y = 2n(1 +σ)

Question 42. What is the value of Young’s modulus for a perfectly plastic body?
Answer: Zero

Question 43. What will be the change in temperature of a stretched wire if it snaps suddenly?
Answer: Temperature increases

Question 44. Which type of energy is stored when an elastic wire is elongated by stretching?
Answer: Potential

Question 45. In a stretched wire, potential energy stored per unit volume = 1/2 x _____ x _____
Answer: stress, strain

Question 46. Force constants of two springs are k1 and k2(k1 >k2)

  1. The springs are elongated by the same amount and
  2. The springs are elongated by applying the same force. Then for which of the springs is more work performed?

Answer:

  1. The first spring,
  2. The second spring

Question 47. Force constants of two springs are k1 and k2. What will be the equivalent force constant of the spring system when the springs are joined in a parallel combination?
Answer: k1 + k2

Elasticity Match Column 1 With Column 2

Question 1.  

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Match The Column Question 1

Answer: 1. C, 2. B, 3. A, 4. D

Question 2. 

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Match The Column Question 2

Answer: 1. A, B, C, 2. B, 3. B

Question 3. 

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Match The Column Question 3

Answer: 1. A, D, 2. A, D, 3. A, D, 4. C

Question 4.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Match The Column Question 4

Answer: 1. A, B, C 2. B, C, 3. A, D

Elasticity Comprehension Type Question And Answers

Read the following passages carefully and answer the questions at the end of them.

Question 1. According to Hooke’s law, within the elastic limit = stress/strain constant. This constant depends on the type of strain or the type of force acting. Tensile stress might result in compressional or elongative strain however, a tangential stress can only cause a shearing strain. After crossing the elastic limit, the material undergoes elongation and beyond a stage beaks. All modulus of elastically are basically constants for the materials under stress.

1. Two wires of same material have length and radius l, r and 2l, r/2 respectively. The ratio of their Young’s modulus is

  1. 1:2
  2. 2:3
  3. 2:1
  4. 1:1

Answer: 4. 1:1

2. After crossing the yield region, the material will have

  1. Reduced stress
  2. Increased stress
  3. Breaking stress
  4. Constant stress

Answer: 1. Reduced stress

3. If stress/strain is x in elastic region and y in yield region, then

  1. x = y
  2. x > y
  3. x < y
  4. x = 2y

Answer: 2. x > y

Question 2. A sphere of radius 0.1 m and mass 8π kg is attached to the lower end of a steel wire of length 5 m and diameter 10-3 m. The wire is suspended from 5.22 m high ceiling of a room. When the sphere is made to swing as a simple pendulum, it just grazes the floor at the lowest point. Given, Young’s modulus of steel is 1.994 x 1011 N • m-2.

1. What is the extension of the wire at the mean position when the sphere is oscillating?

  1. 0.01m
  2. 0.02 m
  3. 0.03 m
  4. 0.04 m

Answer: 2. 0.02 m

2. The tension in the wire at the mean position when the sphere is oscillating is

  1. 199.4 πN
  2. 19.94 πN
  3. 1.994 πN
  4. 0.1994 πN

Answer: 3. 1.994 πN

Question 3. A light rod of length 2 m is suspended from the ceiling horizontally by means of two vertical wires of equal length tied to its ends. One of the wires is made of steel and is of cross section 10-3m2 and the other is of brass of cross-section 2 x 10-3 m2. Young’s modulus for steel is 2 x 1011 N • m-2 and for brass is 1011 N • m-2.

1. Find out the position along the rod at which a weight may be hung to produce equal stress in both wires.

  1. 1.39m
  2. 1.30m
  3. 1.33m
  4. 1.24m

Answer: 3. 1.33m

2. Find out the position along the rod at which a weight may be hung to produce equal strains on both wires.

  1. 1m
  2. 1.2m
  3. 0.87m
  4. 1.05m

Answer: 1. 1m

Question 4. A bar of cross-section A is subjected to equal and opposite tensile force F at its ends. Consider a plane through the bar making an angle θ with a plane at right angles to the bar as shown in Fig.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity A Bar Of Cross Section

1. The tensile stress at this plane in terms of F, A and θ is

  1. \(\frac{F \cos ^2 \theta}{A}\)
  2. \(\frac{F}{A \cos ^2 \theta}\)
  3. \(\frac{F \sin ^2 \theta}{A}\)
  4. \(\frac{F}{A \sin ^2 \theta}\)

Answer: 1. \(\frac{F \cos ^2 \theta}{A}\)

2. Find the value of  θ  for which the tensile stress is

  1. 90°
  2. 45°
  3. 60°

Answer: 1. 0°

3. What is the shearing stress at the plane in terms of F, A, and θ?

  1. \(\frac{F \cos 2 \theta}{2 A}\)
  2. \(\frac{F \sin 2 \theta}{2 A}\)
  3. \(\frac{F \sin \theta}{A}\)
  4. \(\frac{F \cos \theta}{A}\)

Answer: 2. \(\frac{F \sin 2 \theta}{2 A}\)

Question 5. To measure Poisson’s ratio for rubber, the apparatus shown in Fig is used. T is a piece of thin-walled rubber tubing nearly 1 m long and 2 cm in diameter. The lower end is closed and is joined to a hanger H on which slotted weights can be slipped. The upper end is closed by a rubber bung containing a capillary tube C. The whole of the rubber tube and part of the capillary tube are filled with water. The apparatus is supported on a rigid support. When the weights are inserted in the hanger, the length of the rubber tube increases, and meniscus of water in C is observed to fall. The extension in the rubber tube is measured using a vernier microscope.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Poisson's Ratio Of Wire

Let V, a and l be the inner volume, area iv. The stress in the string is of cross section and length respectively of the tube. Then V = al = πR2l ; R is the inner radius of the tube and r is the radius of the capillary tube. Let dx be the fall in the level of the meniscus of the capillary tube.

1. What is the Poisson’s ratio?

  1. \(\sigma=\left(1-\frac{r}{R} \frac{d x}{d V}\right)\)
  2. \(\sigma=\frac{1}{2}\left(1-\frac{r}{R} \frac{d x}{d V}\right)\)
  3. \(\sigma=\frac{1}{2}\left(1-\frac{r^2}{R^2} \frac{d x}{d \nu}\right)\)
  4. \(\sigma=\left(1-\frac{r^2}{R^2} \frac{d x}{d \nu}\right)\)

Answer: 3. \(\sigma=\frac{1}{2}\left(1-\frac{r^2}{R^2} \frac{d x}{d \nu}\right)\)

2. The nature of graph between dx and dl is

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Nature Of Graph Between dx and dl

Answer: 2.

Question 6. One end of a string of length L and cross-sectional area A is fixed to a support and the other end is fixed to a bob of mass m. The bob is revolved in a horizontal circle of radius r with an angular velocity ω such that the string makes an angle θ with the vertical. Young’s modulus is Y.

1. The angular velocity w is equal to

  1. \(\sqrt{\frac{g \sin \theta}{r}}\)
  2. \(\sqrt{\frac{g \cos \theta}{r}}\)
  3. \(\sqrt{\frac{g \tan \theta}{r}}\)
  4. \(\sqrt{\frac{g \cot \theta}{r}}\)

Answer: 3. \(\sqrt{\frac{g \tan \theta}{r}}\)

2. The tension T in the string is

  1. \(\frac{m g}{\cos \theta}\)
  2. \(\frac{m g}{\sin \theta}\)
  3. \(\frac{m g}{\tan \theta}\)
  4. \(m\left(g^2+r^2 \omega^4\right)^2\)

Answer: 1. \(\frac{m g}{\cos \theta}\)

3. The increase ΔL in length of the string is

  1. \(\frac{T L}{A Y}\)
  2. \(\frac{m g L}{A Y \cos \theta}\)
  3. \(\frac{m g L}{A Y \sin \theta}\)
  4. \(\frac{m g L}{A Y}\)

Answer: 3. \(\frac{m g L}{A Y \sin \theta}\)

4. The stress in the string is

  1. \(\frac{m g}{A}\)
  2. \(\frac{m g}{A}\left(1-\frac{r}{L}\right)\)
  3. \(\frac{m g}{A}\left(1+\frac{r}{L}\right)\)
  4. \(\frac{m g}{A}\left(\frac{r}{L}\right)\)

Answer: 1. \(\frac{m g}{A}\left(\frac{r}{L}\right)\)

Elasticity Integer Answer Type Question And Answers

Question 1. In this type, the answer to each of the questions is a single-digit Integer ranging from 0 to 9. 1. A 0.1 kg mass is suspended from a wire of negligible mass. The length of the wire is 1 m and its cross-sectional area is 4.9 x 10-7 m2. If the mass is pulled a little in the vertically downward direction and released it performs simple harmonic motion of angular frequency 140 rad • s-1. If the Young’s modulus of the material of the wire is n x 109 N • m-2. Find the value of n.

Answer: 4

Question 2. Two wires A and B have the same length and area of cross section. But Young’s modulus of A is two times the Young’s modulus of B. Then what is the ratio of the force constant of A to that of B?

Answer: 2

Question 3. For a wire of length l, maximum change in length under stress conditions is 2 mm. What is the change in length (in mm) under same conditions when length of wire is halved?

Answer: 1

Question 4. The density of water at the surface is 1030 kg • m-3 and bulk modulus of water is 2 x 109 N • m-2. What is the approximate change in density (in kg • m-3) of water in a lake at a depth of 400 m below the surface?
Answer: 2

Question 5. A body of mass 3.14 kg is suspended from one end of a wire of length 10.0 m. The radius of the wire is changing uniformly from 9.8 x 10-4 m at one end to 5.0 x 10-4 m at the other end. Find the change in the length of the wire in mm. Young’s modulus of the material of the wire is 2x 1011 N • m-2.
Answer: 1

Elasticity Applications of Elasticity in Daily Life

Elasticity Applications of Elasticity in Daily Life

Most materials used in our daily life undergo some kind of stress. It is therefore important to design things in a way that they continue working under the stress suffered by them. The following examples will illustrate this point.

1. In cranes: The thickness of metallic ropes used in cranes to lift and move heavy weights is decided on the basis of the elastic limit of the material of the rope and the factor of safety.

2. Indesigningabeam: When a transverse load is put across ahorizontal beam, it causes ade pression leading to bending in the beam. In various applications like bridges, buildings, etc., it is important that the beam can with stand the load or the weight and it should not bend too much or break. When the bending is not accompanied by any torsion or shear, it is said to be simple bending.

3. A bridge is declared unsafe after long use: During its long use, a bridge undergoes quick alternating strains repeatedly. It results in the loss of elastic strength of the bridge. After a long period, such a bridge starts developing large strains corresponding to the same usual value of stress and ultimately it may lead to the collapse of the bridge. To avoid such a situation a bridge is declared unsafe after its long use.

Read and Learn More: Class 11 Physics Notes

Elasticity Applications of Elasticity in Daily Life Numerical Examples

Example 1. To increase the length of an elastic string of radius 3.5 mm by 1/20 th of its initial length, within its elastic limit, a 10 N force is required. Calculate the Young’s modulus for the material of the string.
Solution:

To increase the length of an elastic string of radius 3.5 mm by 1/20 th of its initial length, within its elastic limit, a 10 N force is required.

We know that, Y = \(\frac{F L}{\pi r^2 l} .\)

Here, F = 10 N , l = 1/20 L and r = 3.5 mm = 0.0035 m

∴ Y = \(\frac{10 \times L}{3.14 \times(0.0035)^2 \times \frac{L}{20}}=5.2 \times 10^6 \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Example 2. Two wires of the same length but of different materials have diameters of 1 mm and 3 mm respectively. If both of them are stretched by the same force, then the elongation of the first wire becomes thrice that of the second. Compare their Young’s moduli.
Solution:

Two wires of the same length but of different materials have diameters of 1 mm and 3 mm respectively. If both of them are stretched by the same force

Let the initial length of each wire be L and the force applied on each be F.

∴ Y = \(\frac{F L}{\pi r^2 l}\)

So, \(\frac{Y_1}{Y_2}=\left(\frac{r_2}{r_1}\right)^2 \cdot \frac{l_2}{l_1}=\left(\frac{3}{1}\right)^2 \times \frac{1}{3}=\frac{3}{1}\)

∴ \(Y_1: Y_2=3: 1\)

Example 3. If the elastic limit of a typical rock is 3 x 108 N• m-2 and its mean density is 3 x 103 kg • m-3, estimate the maximum height of a mountain on the earth. (g =  10 m•s-2)
Solution:

If the elastic limit of a typical rock is 3 x 108 N• m-2 and its mean density is 3 x 103 kg • m-3

Let us assume that the maximum height of the mountain is h and g is nearly uniform along this height.

Then the maximum pressure at its bottom = ρg.

According to the problem, hρg = breaking stress = elastic limit.

∴ h = \(\frac{\text { elastic limit }}{\rho g}\)

Here, ρ = 3 x 103 kg • m-3 and the elastic limit = 3 x 108 N • m-2

∴ h = \(\frac{3 \times 10^8}{3 \times 10^3 \times 10}=10^4 \mathrm{~m}\)

Example 4. Two equal and opposite forces are applied tangentially to two mutually opposite faces of an aluminum cube of side 3 cm to produce a shear of 0.01°. If the modulus of rigidity for aluminum is 7 x 1010 N • m-2, then calculate the force applied.
Solution:

Two equal and opposite forces are applied tangentially to two mutually opposite faces of an aluminum cube of side 3 cm to produce a shear of 0.01°. If the modulus of rigidity for aluminum is 7 x 1010 N • m-2,

Let the magnitude of applied force be F.

We know that, n = \(\frac{F / A}{\theta} \text { or, } F=n \theta A\)

⇒ \(\theta=0.01^{\circ}=\frac{0.01 \times \pi}{180} \mathrm{rad}\)

A = \(9 \mathrm{~cm}^2=9 \times 10^{-4} \mathrm{~m}^2\)

∴ F = \(7 \times 10^{10} \times \frac{0.01 \times 3.14}{180} \times 9 \times 10^{-4}=1.1 \times 10^4 \mathrm{~N}\)

Example 5. A rubber cord of length 20 m is suspended from—a rigid support by one of Its ends and it hangs vertically. What will be the elongation of the cord due to its own weight? The density of rubber = 1.5 g • cm-3 and Young’s modulus = 49 x 107 N • m-2.
Solution:

A rubber cord of length 20 m is suspended from—a rigid support by one of Its ends and it hangs vertically.

Here the downward force,

F = weight of the cord

= volume of the cord x density x acceleration due to gravity

= 20 x Ax 1.5 x 1000 x 9.8 N

[A = area of cross-section of the cord]

The centre of gravity of the rubber cord is at a vertical distance of 10 m from the fixed end. The weight of the cord acts through its centre of gravity.

Hence the length of the upper half, above the centre of gravity, is taken as the initial length to estimate the elongation of the cord. So, L = 10 m.

∴Y = \(\frac{F L}{A l}\)

or, \( l=\frac{F L}{A Y}=\frac{20 \times A \times 1.5 \times 1000 \times 9.8 \times 10}{A \times 49 \times 10^7}=0.006 \mathrm{~m}\)

Example 6. A steel wire of  diameter 0.8 mm and length 1 m is clamped firmly at two points A and B which are 1 m apart in the same horizontal line. A body is hung from the middle point ofthe wire such that the | middle point sags 1 cm from the original position. Calculate the mass of the body. [Y = 2 x 1012 dyn •cm-2]
Solution:

A steel wire of  diameter 0.8 mm and length 1 m is clamped firmly at two points A and B which are 1 m apart in the same horizontal line. A body is hung from the middle point ofthe wire such that the | middle point sags 1 cm from the original position

A steel wire of  diameter 0.8 mm and length 1 m is clamped firmly at two points A and B which are 1 m apart in the same horizontal line. A body is hung from the middle point ofthe wire such that the | middle point sags 1 cm from the original position.

C is the mid-point of the wire AB.

When a mass m is hung from C, it sags 1 cm and comes down to the point O.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Steel Wire Of Diameter

AB = 1 m = 100 cm , AC = CB = 50 cm,

OC = 1 cm , OA = OB = \(\sqrt{50^2+1^2}\) = 50.01 cm,

cosθ = \(\frac{1}{50.01},\), r = 0.04 cm

Here, tension in the part CM or OB is T. The two horizontal
components of T balance each other and the vertical components balance the weight mg.

∴ 2T cosθ = mg or, T = \(\frac{m g}{2 \cos \theta}\)

The length AC of the wire changes into AO.

∴ Elongation = l = AO – Ac = 50.01-50 = 0.01

Young’s modulus, Y = \(\frac{T L}{A l}=\frac{m g L}{2 \cos \theta \cdot A l}\)

or, \(m=\frac{2 Y A l \cos \theta}{g L}\)

= \(\frac{2 \times\left(2 \times 10^{12}\right) \times 3.14 \times(0.04)^2 \times 0.01}{980 \times 50} \times \frac{1}{50.01}\) = 82.01 g

Example 7. If the work done in stretching a uniform wire, of cross section 1 mm2 and length 2 m, by 1 mm is 0.05 joule, find the Young’s modulus for the material of the wire.
Solution:

If the work done in stretching a uniform wire, of cross section 1 mm2 and length 2 m, by 1 mm is 0.05 joule

If the work done in stretching a uniform wire, of cross section 1 mm2 and length 2 m, by 1 mm is 0.05 joule

Work done, \(W=\frac{1}{2} \frac{Y \alpha l^2}{L}\).

So, \(Y=\frac{2 W L}{\alpha l^2}\)

Here, \(W=0.05 \mathrm{~J} ; \alpha=1 \mathrm{~mm}^2=10^{-6} \mathrm{~m}^2 ; L=2 \mathrm{~m}\)

⇒ \(l=1 \mathrm{~mm}=10^{-3} \mathrm{~m}\)

∴ \(Y=\frac{2 \times 0.05 \times 2}{10^{-6} \times\left(10^{-3}\right)^2}=2 \times 10^{11} \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Example 8. A cylindrical pipe of uniform cross-section and of length 120 cm is closed at one end and is completely filled with water. Kept upright, the cylinder is stretched to increase its length. It elongates by 1 cm, but the length of the water column increases by 0.7 cm. Calculate the Poisson’s ratio of the material of the pipe.
Solution:

A cylindrical pipe of uniform cross-section and of length 120 cm is closed at one end and is completely filled with water. Kept upright, the cylinder is stretched to increase its length. It elongates by 1 cm, but the length of the water column increases by 0.7 cm.

A cylindrical pipe of uniform cross-section and of length 120 cm is closed at one end and is completely filled with water. Kept upright, the cylinder is stretched to increase its length. It elongates by 1 cm, but the length of the water column increases by 0.7 cm.

Poisson’s ratio, \(\sigma=\frac{\text { lateral strain }}{\text { longitudinal strain }}\)

Here, longitudinal strain = \(\frac{l}{L}=\frac{1}{120}\)

Let the initial diameter of the pipe be D, the decrease in its diameter due to elongation be d.

Initial volume of water = \(\frac{\pi}{4} D^2 \times 120\)

and final volume of water = \(\frac{\pi}{4}(D-d)^2 \times(120+0.7)\)

= \(\frac{\pi}{4}(D-d)^2 \times 120.7\)

Since the volume of water inside the cylinder remains
unchanged,

⇒ \(\frac{\pi}{4} D^2 \times 120=\frac{\pi}{4} \times(D-d)^2 \times 120.7\)

or, \(\frac{D-d}{D}=\sqrt{\frac{120}{120.7}} \quad \text { or, } 1-\frac{d}{D}=\sqrt{0.9942}=0.997\)

or, \(\frac{d}{D}=1-0.997=0.003\)

∴ \(\sigma=\frac{d / D}{l /L}=\frac{0.003}{\frac{1}{120}}=0.003 \times 120=0.36\)

Example 9. A light bar of length 2 m is suspended horizontally by means of two wires of equal lengths connected to its two ends. One wire is of steel having a cross-sectional area of 0.1 cm2, the other is of brass with a cross-sectional area of 0.2 cm2. Find the point the bar from where a weight must be suspended so that both the wires experience

  1. the same stress,
  2. the same strain. Given, the Young’s modulus for steel =2x 1011 N • m-2 and that for brass =10 x 1010 Nm-2.

Solution:

A light bar of length 2 m is suspended horizontally by means of two wires of equal lengths connected to its two ends. One wire is of steel having a cross-sectional area of 0.1 cm2, the other is of brass with a cross-sectional area of 0.2 cm2.

Let the horizontal bar be AB. A load W is hung from the point C. Let AC be x. In this condition, let the tension in the steel wire be T1 and that in the brass wire be T2.

Stress on the steel wire = \(\frac{T_1}{\alpha_1}\)

stress on the brass wire = \(\frac{T_2}{a_2}\)

1. If the stresses in both the wires are the same, then

⇒ \(\frac{T_1}{0.1 \times 10^{-4}}=\frac{T_2}{0.2 \times 10^{-4}} \text { or, } \frac{T_1}{T_2}=\frac{1}{2}\)…..(1)

Since the system is in equilibrium, taking moments about the point C, we get,

⇒ \(T_1 x=T_2(2-x) \quad \text { or, } \quad \frac{T_1}{T_2}=\frac{2-x}{x}\)

∴ \(\frac{1}{2}=\frac{2}{x}-1 \quad \text { or, } \frac{2}{x}=\frac{3}{2} \text { or, } x=\frac{4}{3}=1.33 \mathrm{~m}\)

So the weight should be suspended at a distance of 1.33 m from the steel wire.

2. Longitudinal strain = \(\frac{\text { longitudinal stress }}{Y}\)

= \(\frac{\frac{T}{\alpha}}{Y}=\frac{T}{\alpha Y}\)

For the same strain in the two wires, \(\frac{T_1}{0.1 \times 10^{-4} Y_1}=\frac{T_2}{0.2 \times 10^{-4} Y_2}\)

or, \(\frac{T_1}{T_2}=\frac{0.1 \times 10^{-4} \times 2 \times 10^{11}}{0.2 \times 10^{-4} \times 10 \times 10^{10}}\)=1

∴ \(T_1=T_2\)

Since, the system is in equilibrium, taking moments about the point C, we get,

T1x = T2(2-x) or, x = 2-x or, x= 1 m

So, the weight should be suspended from the midpoint of the horizontal bar.

Example 10. A sphere of mass 25 kg and radius 0.1 m is hung from the ceiling of a room with the help of a steel wire. The height of the ceiling from the floor is 5.21 m. When the sphere is hung just like a pendulum, its lower surface touches the floor of the room. What will be the velocity of the sphere at the lowest point of its oscillation? The Young’s modulus for steel =2x 1011 N • m2; the initial length of the wire = 5 m and the radius of the wire = 5 x 104 m. 
Solution:

A sphere of mass 25 kg and radius 0.1 m is hung from the ceiling of a room with the help of a steel wire. The height of the ceiling from the floor is 5.21 m. When the sphere is hung just like a pendulum, its lower surface touches the floor of the room.

According to the figure, the elongation of the wire at the lowest position of the sphere (diameter = 0.2m),

l = 5.21-(5+ 0.2) = 0.01 m

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Sphere Of Mass

If the velocity of the sphere at the lowest point of its oscillation is v, then the tension in the wire,

⇒ \(T-m g=\frac{m v^2}{r}\)

T = \(m g+\frac{m v^2}{r}\) ….(1)

Here, m = mass of the sphere; r = distance of the center of gravity of the sphere from the point of suspension = 5.21 – 0.1 = 5.11m.

Suppose x = radius of the wire.

Then, \(Y=\frac{T}{\pi x^2} \frac{L}{l} \quad \text { or, } \quad T=\frac{Y \pi x^2 l}{L}\)

From equation (1), we get

⇒ \(mg +\frac{m v^2}{r}=\frac{Y \pi x^2 l}{L}\)

or, \(\frac{v^2}{r}=\frac{Y \pi x^2 l}{m L}-g\)

or, \(v^2=\frac{Y \pi x^2 l r}{m L}-r g\)

= \(\frac{\left(2 \times 10^{11}\right) \times 3.14 \times\left(5 \times 10^{-4}\right)^2 \times 0.01 \times 5.11}{25 \times 5}\)

= 14.1036

∴ ν = 3.76 m .s-1

Example 11. Two blocks A and B are connected to each other by a string and a spring; the string passes over a frictionless pulley as shown. Block B slides over the horizontal top surface of a stationary block C and the block A slides along the vertical side of C, both with the same uniform speed. The coefficient of friction between the surfaces of the blocks is 0. 2. The force constant of the spring Is 1960 N• m-1. If the mass of the block A is 2 kg, calculate the mass of the block B and the energy stored In the spring.
Solution:

Two blocks A and B are connected to each other by a string and a spring; the string passes over a frictionless pulley as shown. Block B slides over the horizontal top surface of a stationary block C and the block A slides along the vertical side of C, both with the same uniform speed. The coefficient of friction between the surfaces of the blocks is 0. 2. The force constant of the spring Is 1960 N• m-1. If the mass of the block A is 2 kg

Since the block A is descending with uniform velocity, no normal reaction acts on the block A due to the block C.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Twom Blocks A And B Are Connected To Ech Other By A String And A Spring

Considering the motion of the blocks A and B,

T = \(m_A g=\mu m_B g\)

∴ \(m_B=\frac{m_A}{\mu}=\frac{2}{0.2}=10 \mathrm{~kg}\)

If the extension of the spring is xm, then,

T = \(k x \text { or, } x=\frac{T}{k}=\frac{m_A g}{k}=\frac{2 \times 9.8}{1960}=\frac{1}{100} \mathrm{~m}\)

Energy stored in the spring

= \(\frac{1}{2} k x^2=\frac{1}{2} \times 1960 \times\left(\frac{1}{100}\right)^2=0.098 \mathrm{~J}\)

Example 12. On application of a pressure of 21 kg • cm-2, the volume of 1 litre of an oil decreases by 840 mm3. Calculate the bulk modulus and compressibility of the oil.
Answer:

On application of a pressure of 21 kg • cm-2, the volume of 1 litre of an oil decreases by 840 mm3.

p = \(21 \mathrm{~kg} \cdot \mathrm{cm}^{-2}=\frac{21 \times 9.8}{(0.01)^2} \mathrm{~N} \cdot \mathrm{m}^{-2}\)

= \(21 \times 98 \times 10^3 \mathrm{~N} \cdot \mathrm{m}^{-2}\)

V = 1 litre 10-3 m3; ν = 840 mm3 = 840×10-9 m3

Bulk modulus of the oil,

K = \(\frac{p V}{\nu}=\frac{\left(21 \times 98 \times 10^3\right) \times 10^{-3}}{840 \times 10^{-9}}\)

= \(2.45 \times 10^9 \mathrm{~N} \cdot \mathrm{m}^{-2}\)

= 2.45 x 109 N • m-2

Compressibility of the oil, \(\frac{1}{K}=\frac{1}{2.45 \times 10^9}=4.1 \times 10^{-10} \mathrm{~m}^2 \cdot \mathrm{N}^{-1}\)

Example 13. A 0.5 kg block Alides from a point A on a horizontal track with an initial speed of 3 m • s-1 towards a weightless horizontal spring of length 1 in and of force constant 2 N • m-1. The part AB of the track is frictionless and the part BC has coefficients of static and kinetic friction as 0.22 and 0.2 respectively. If the distances AB and BD are 2 m and 2.14 m respectively, find the total distance covered by the block before it comes to rest (g = 10 m • s-2).
Solution:

A 0.5 kg block Alides from a point A on a horizontal track with an initial speed of 3 m • s-1 towards a weightless horizontal spring of length 1 in and of force constant 2 N • m-1. The part AB of the track is frictionless and the part BC has coefficients of static and kinetic friction as 0.22 and 0.2 respectively. If the distances AB and BD are 2 m and 2.14 m respectively

Initial kinetic energy of the block

= \(\frac{1}{2} m v^2=\frac{1}{2} \times 0.5 \times(3)^2=2.25 \mathrm{~J}\)

The part AB of the horizontal track is frictionless and hence during the passage ofthe block over this path no energy is lost.

Loss in energy in the part BD = work done against friction in that path

= μmgxBD = 0.2 x 0.5 x 10×2.14 = 2.14 J

So, the kinetic energy of the block when it reaches the point

D = 2.25-2.14 = 0.11 J

Let us assume that the block compresses the spring through an amount x

According to the principle of conservation of energy,

work done against friction + work done in compressing the spring =0.11

or, \(\mu m g x+\frac{1}{2} k x^2=0.11\)

or, \(0.2 \times 0.5 \times 10 \times x+\frac{1}{2} \times 2 x^2=0.11\)

or, \(x^2+x-0.11=0\)

or, (x + 1.1)(x- 0.1) = 0

x = 0.1 m [as x cannot be -1.1 m]

∴ The distance covered by the block before it comes to rest = 2 + 2.14 + 0.1 = 4.24 m.

Example 14. Two bodies A and B of masses m and 2m respectively are put on a smooth floor. They are connected by a spring. A third body C of mass m moves with a velocity v0 along the line joining A and B and collides elastically with A as shown in Fig. At a certain instant of time t0 after the collision, it is found that the instantaneous velocities of A and B are the same. Further, at this instant the compression of the spring is found to be x0. Find out

  1. the common velocity of A and B at time t0 and
  2. the force constant of the spring.

Solution:

1. After elastic collision, C will come to rest and A will gain a velocity v0 (as their masses are the same).

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Elastic Collision

Let us assume that the common velocity of A and B is v, at time t0 after the collision.

According to the principle of conservation of momentum,

⇒ \(m v_0=m \nu+2 m \nu \quad \text { or, } \quad v=\frac{v_0}{3}\)

2. According to the principle of conservation of energy,

⇒ \(\frac{1}{2} m v_0^2=\frac{1}{2} m v^2+\frac{1}{2} \times 2 m v^2+\frac{1}{2} k x_0^2\)

or, \(m v_0^2=3 m v^2+k x_0^2\)

[k = force constant of the spriong]

or, \(m v_0^2=3 m\left(\frac{v_0} {3}\right)^2+k x_0{ }^2 \quad \text { or, } k=\frac{2}{3} \frac{m v_0^2}{x_0^2}\)

Example 15. If the tension in a wire increases gradually to 6 kg, the elongation of the wire becomes 1.13 mm. Calculate the work done.
Solution:

If the tension in a wire increases gradually to 6 kg, the elongation of the wire becomes 1.13 mm.

Work done, W = \(\frac{1}{2} F l=\frac{1}{2} \times 6 \times 9.8 \times \frac{1.13}{1000}=0.033 \mathrm{~J}\)

Example 16. A body of mass 4 kg and density 2.5 g cm-3, suspended by a metallic wire of length 1 m and diameter 2 mm, is kept completely immersed in water. What will be the increase in the length of the wire? Young’s modulus of the metal = 2x 1011 N • m-2 and g = 9.8 m • s-2.
Solution:

A body of mass 4 kg and density 2.5 g cm-3, suspended by a metallic wire of length 1 m and diameter 2 mm, is kept completely immersed in water.

Volume of the body, V = \(\frac{4}{2.5 \times 1000}=16 \times 10^{-4} \mathrm{~m}^3\)

Apparent weight of the body when immersed in water,

W’ = mg- V x 1000 x g

= 4 x 9.8 – 16 x 10-4 x 1000 x 9.8

= 39.2-15.68 = 23.52 N

If the elongation of the wire is l’, then,

Y = \(\frac{F}{A} \cdot \frac{L}{l^{\prime}} \quad\left[\text { Here, } F=W^{\prime}\right]\)

or, \(l^{\prime}=\frac{F}{A} \cdot \frac{L}{Y}\)

= \(\frac{23.52 \times 1}{3.14 \times\left(10^{-3}\right)^2 \times 2 \times 10^{11}}\)

= \(3.75 \times 10^{-5} \mathrm{~m}\)

Example 17. A 0.1kg mass is suspended from a wire of negligible mass. The length of the wire is 1m and its cross sectional area is 4.9 x 10-7 m2. If the mass is pulled a little in the vertically downward direction and released, it performs simple harmonic motion of angular frequency 140 rad • s-1. If the Young’s modulus of the material of the wire is n x 109N • m-2. Calculate the value of n. 
Solution:

A 0.1kg mass is suspended from a wire of negligible mass. The length of the wire is 1m and its cross sectional area is 4.9 x 10-7 m2. If the mass is pulled a little in the vertically downward direction and released, it performs simple harmonic motion of angular frequency 140 rad • s-1. If the Young’s modulus of the material of the wire is n x 109N • m-2

Young’s modules of the material of the wire,

Y = \(\frac{\frac{F}{A}}{\frac{\Delta L}{L}}=\frac{F L}{A \Delta L} \quad \text { or, } F=\left(\frac{Y A}{L}\right) \Delta L\)….(1)

If mass m is pulled by a length ΔL then restoring force developed in the wire,

F = kΔL ……(2)

Comparing equations (1) and (2) we get,

k = \(\frac{Y A}{L}\)

Angular frequency, \(\omega=\sqrt{\frac{k}{m}}=\sqrt{\frac{Y A}{m L}}\)

or, \(140=\sqrt{\frac{n \times 10^9 \times 4.9 \times 10^{-7}}{0.1 \times 1}}=70 \sqrt{n}\)

∴ \(\sqrt{n}=2\) or, n=4

Example 18. Stress-strain graph of an elastic material is shown. Using the graph And Young’s modulus of the material.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Stress Starin Graph Of An Elastic Material

Solution:

Young’s modulus, \(Y=\frac{\text { stress }}{\text { strain }}\)

The strain corresponding to a point P on the graph is

OA = 0.003 and stress – OB = 200 x 106 N • m-2 .

∴ Young’s modulus of the material,

Y = \(\frac{200 \times 10^6}{0.003}=6.6 \times 10^{10} \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Example 19. A 3 kg mass is hanging from one end of a vertical copper wire of length 2 m and diameter 0.5 mm. Due to this the elongation produced in the wire is 2.38 mm. Find Young’s modulus of copper.
Solution:

A 3 kg mass is hanging from one end of a vertical copper wire of length 2 m and diameter 0.5 mm. Due to this the elongation produced in the wire is 2.38 mm

Young’s modulus, Y = \(Y=\frac{m g L}{\pi r^2 l} .\)

Here, m = 3 kg , g = 9.8 m • s-2 , L = 2 m,

r = \(\frac{0.5}{2} \mathrm{~mm}=\frac{5 \times 10^{-4}}{2} \mathrm{~m}=2.5 \times 10^{-4} \mathrm{~m}\),

l = \(2.38 \mathrm{~mm}=238 \times 10^{-5} \mathrm{~m} \)

∴ Y = \(\frac{3 \times 9.8 \times 2}{3.14 \times\left(2.5 \times 10^{-4}\right)^2 \times 238 \times 10^{-5}}\)

= \(1.26 \times 10^{11} \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Example 20. Six external forces, each of magnitude F, are applied on all the faces of a unit cube. Considering its elastic modulus, calculate the longitudinal strain and the volume strain on the unit cube.
Solution:

Six external forces, each of magnitude F, are applied on all the faces of a unit cube. Considering its elastic modulus

Each side of the unit cube = 1.

∴ Volume of the cube = 1, surface area of each of the six
faces = 1

Let x, y, and z axes be chosen along three mutually perpendicular sides of the cube.

Now, at first, we choose the two opposite faces perpendicular to the x-axis. Due to the forces (F, F) acting on them, the side along the x -direction will have an elongation = l (suppose)

∴ Longitudinal strain along the x -direction

= \(\frac{\text { elongation }}{\text { initial length }}=\frac{l}{1}=l\)

Also, longitudinal stress = \(\frac{\text { applied force }}{\text { surface area }}=\frac{F}{1}=F\)

∴ Young’s modulus, Y = \(\frac{\text { stress }}{\text { strain }}=\frac{F}{l} ; \text { so, } l=\frac{F}{Y}\)

Simultaneously the side along the x-direction will also suffer lateral strains due to the forces acting along y and z directions. We know,

Poisson’s ratio, \(\sigma=\frac{\text { lateral strain }}{\text { longitudinal strain }}\)

Lateral strain = σ x longitudinal strain = σl = \(\frac{\sigma F}{Y}\)

Now, an elongation is always associated with a lateral contraction. Therefore, considering the strains along all the three axes, the effective longitudinal strain along the x -axis is

⇒ \(\frac{F}{Y}-\frac{\sigma F}{Y}-\frac{\sigma F}{Y}=\frac{F}{Y}(1-2 \sigma)\)

From symmetry, the effective longitudinal strain along each
of y- and z-axes = \(\frac{F}{Y}(1-2 \sigma)\)

As a result, the final length of each of the three sides of the cube = \(1+\frac{F}{Y}(1-2 \sigma)\)

∴ Final volume of the unit cube

= \(\left[1+\frac{F}{Y}(1-2 \sigma)\right]^3=1+\frac{3 F}{Y}(1-2 \sigma)\) [neglecting higher order terms]

∴ Volume expansion = \(1+\frac{3 F}{Y}(1-2 \sigma)-1\)

= \(\frac{3 F}{Y}(1-2 \sigma)\)

∴ Volume strain = \(\frac{\frac{3 F}{Y}(1-2 \sigma)}{1}=\frac{3 F}{Y}(1-2 \sigma)\)

Example 21. One end of a horizontal thick copper wire of length 2L and radius 2R is welded to an end of another horizontal thin copper wire of length L and radius R. When the arrangement is stretched by applying forces at two ends, find the ratio of the elongation in the thin wire to that in the thick wire.
Solution:

One end of a horizontal thick copper wire of length 2L and radius 2R is welded to an end of another horizontal thin copper wire of length L and radius R. When the arrangement is stretched by applying forces at two ends,

Let the elongation produced in wire MN be l1 and that in PQ be l2

Since both the wires are made of copper, Young’s moduli will be same for both.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity One End Of Horizontal Thick Copper Wire Of Length

∴ From \(Y=\frac{F L}{A l}\) we have,

⇒ \(\frac{F}{\frac{\pi(2 R)^2}{\frac{l_2}{2 L}}}=\frac{\frac{F}{\pi R^2}}{\frac{l_1}{L}}\)

or, \(\frac{2 F L}{4 \pi R^2 l_2}=\frac{F L}{\pi R^2 l_1}\)

or, \(\frac{l_1}{l_2}=2\)

∴ \(l_1: l_2=2: 1\)

Formula, Graph, Examples, Experiment Hooke’s Law Of Elasticity

Elasticity Force Constant Of A Spring

One end of a spring is fixed to a rigid support and a stretching force F is applied at its other end. As a result, the spring elongates by a length x.

According to Hooke’s law, F ∝ x or, F = kx ……..(1)

[where k is a proportionality constant]

According to Newton’s third law of motion, the spring also exerts an equal but opposite reaction Fe.

Fe is called the elastic force of the spring.

Therefore, Fe = -F.

So, from equation (1), we get, Fe = -kx ….(2)

Here, the negative sign indicates that x and Fe are oppositely directed.

The constant k in the above equation is called the force con¬stant of the spring. Now, for x = 1, F = k.

So, the force constant of a spring (or, simply, the spring constant) is defined as the external force required to produce a unit elongation.

Read and Learn More: Class 11 Physics Notes

Units of force constant:

  • dyn.cm-1
  • N.m-1

The force constant of a spring measures the stiffness of the spring. The higher the value of k, the stiffer is the spring.

⇒ \(1 \mathrm{~N} \cdot \mathrm{m}^{-1}=\frac{1 \mathrm{~N}}{1 \mathrm{~m}}=\frac{10^5 \mathrm{dyn}}{10^2 \mathrm{~cm}}=10^3 \mathrm{dyn} \cdot \mathrm{cm}^{-1}\)

Force Constant of Spring Combinations

Series combination: Let the spring constants of two massless springs A and B be k1 and k2 respectively. These two springs are joined in series and hung from a rigid support. A downward force F is applied at the free end of spring B. Let the elongations in springs A and B
be x1 and x2 respectively. Hence, from equation (1), we get,

F = \(k_1 x_1=k_2 x_2\)

or, \(F=\frac{x_1}{\frac{1}{k_1}}=\frac{x_2}{\frac{1}{k_2}}=\frac{x_1+x_2}{\frac{1}{k_1}+\frac{1}{k_2}}\)…..(3)

Now, the total elongation in this combination of springs is (x1 + x2) . If k is the equivalent spring constant of this combination, then,

F = \(k\left(x_1+x_2\right)=\frac{x_1+x_2}{\frac{1}{k}}\)…….(4)

From (3) and (4), we get, \(\frac{1}{k}=\frac{1}{k_1}+\frac{1}{k_2} \text { or, } k=\frac{k_1 k_2}{k_1+k_2}\)

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Force Constant Of Spring Combinations

The relation shows k<k1 • k2. This means that series combinations reduce the effective spring constant.

Parallel combination: Let the spring constants of two massless springs A and B be k1 and k2 respectively. These two springs are placed in parallel and hung from a rigid support. Next, a downward force F is applied to the combination so that the springs elongate.

Here, the forces on A and B are F1 and F2 respectively (where, F = F1 + F2) and the elongation of each is x.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Parallel Combinations

So, from equation (1), we get, \(F_1=k_1 x \text { and } F_2=k_2 x\)

∴ \(F_1+F_2=\left(k_1+k_2\right) x \text { or, } F=\left(k_1+k_2\right) x\)……(5)

Now, the total elongation of this combination of springs is x.
If k is the equivalent spring constant of this combination, then F = kx  …..(6)

From (5) and (6), we get, k = k1 + k2.

This shows that parallel combinations increase the effective spring constant.

Force constant and length of a spring: Let, a spring of length l has a force constant k. If a force F produces an elongation x, then F = kx, or, k = \(\frac{F}{x}\).

Now, let us consider half the length, i.e., \(\frac{l}{2}\) of the same spring. As the length is half, the elongation will also be half, i.e., \(\frac{x}{2}\), due to the same force F. The new force constant of this half-spring is \(k^{\prime}=\frac{F}{\frac{x}{2}}=\frac{2 F}{x}=2 k\), i.e., the spring constant is doubled.

Therefore, the spring constant is inversely proportional to its length, i.e., K = \(\frac{l}{L}\) or, kl = constant

Energy stored in a stretched spring: if a force F = kx stretches a spring from x to x+dx, the work done, dW = Fdx = kxdx. So, the total work done in stretching the spring from elongation 0 to l is W = \(\int d W=k \int_0^l x d x=\frac{1}{2} k l^2\). This is stored in the stretched spring as its potential energy. Therefore, the energy stored = \(\frac{1}{2} k l^2\)

Elasticity Force Constant Of A Spring Numerical examples

Example 1. When a mass of 4 kg is hung from the lower end of a spring, it elongates by 1 cm.

  1. What is the force constant of the spring?
  2. If a load of 2 kg is hung from the lower end of the spring, then find its elongation.

Solution:

When a mass of 4 kg is hung from the lower end of a spring, it elongates by 1 cm.

1. We know that, F = kx or, k = \(\frac{F}{x}\)

Here, F = 4 x 9.8 N ; x = 1 cm = 0.01 m

∴ k = \(\frac{4 \times 9.8}{0.01}=3920 \mathrm{~N} \cdot \mathrm{m}^{-1}\)

2. We know that, F = kx or, x = \(\frac{F}{k}\)

Here, F = 2 x 9.8 N; k = 3920 N • m-1

∴ x = \(\frac{2 \times 9.8}{3920}=0.005 \mathrm{~m}\)

Example 2. The force constant of a spring is k. The spring is cut into three equal parts. Find the force constant of each part.
Solution:

The force constant of a spring is k. The spring is cut into three equal parts.

Let us consider that the spring elongates by x when a force F is applied on it. So, the force constant of the spring, k = \(\frac{F}{x}\)

Now, if the spring is cut into three equal parts, then on the application of the same force F, each part of the spring will elongate by \(\frac{x}{3}\).

Therefore, the force constant of each part, \(k^{\prime}=\frac{F}{\frac{x}{3}}=\frac{3 F}{x}=3 k\)

Example 3. The force constant of a spring of length l is k. The spring is cut into two parts of lengths l1 and l2. If I1 = nI2, then find the spring constants k1 and k2 of the two parts, n is an integer.
Solution:

The force constant of a spring of length l is k. The spring is cut into two parts of lengths l1 and l2. If I1 = nI2,

According to the problem,

l = \(l_1+l_2=l_1+\frac{l_1}{n}=l_1\left(\frac{n+1}{n}\right)\)

Again, l = \(l_1+l_2=n l_2+l_2=l_2(n+1)\)

We know that for a particular spring, the force constant is inversely proportional to the length.

∴ \(k \propto \frac{1}{l}\)  or, kl = constant

∴ \(k_1 l_1=k l=k l_1 \frac{(n+1)}{n}\)

or, \(k_1=\frac{k}{n}(n+1)\)

Similarly, \(k_2 l_2=k l=k l_2(n+1) or, k_2=k(n+1)\)

Elasticity Work Done In Stretching A Wire With Examples

Elasticity Work Done In Stretching A Wire Energy Density

When a body gets strained, an internal reaction force develops inside the body. As a result, the applied external force does some work against this reaction force to produce deformation in the body.

  • This work remains stored inside the body as potential energy, known as elastic potential energy. If the external force is withdrawn, then the internal reaction force, i.e., stress, ceases and this potential energy is converted into heat energy.
  • Let us consider a wire of length L and cross-sectional area whose one end is fixed to a rigid support and a force F is applied at its other end. Let the total elongation of the wire be l. Within the elastic limit, the elongation is directly proportional to the applied force.
  • When the applied force is zero, the elongation is zero; and when the applied force is F, then the elongation of the wire becomes l. So we can say that during the elongation l of the wire, an average force \(\frac{0+F}{2} \text { or } \frac{F}{2}\) actually acts on the wire.

Read and Learn More: Class 11 Physics Notes

Therefore, work done, W = average force x displacement = 1/2 Fl………..(1)

The Young’s modulus for the material of the wire is,

Y = \(\frac{F / \alpha}{l / L} \quad \text { or, } F=\frac{Y \alpha l}{L} \quad therefore W=\frac{1}{2} F l=\frac{1}{2} \frac{Y \alpha l^2}{L}\) …….(2)

This work remains stored in the wire as potential energy.

Volume of the wire = La.

Therefore, the work done per unit volume of the wire, or the potential energy stored per unit volume of the wire (energy density), is

w = \(\frac{W}{L \alpha}=\frac{1}{2} \frac{Y \alpha l^2}{L \cdot L \alpha}=\frac{1}{2} \frac{Y l^2}{L^2}\) ..(3)

= \(\frac{1}{2} \times \frac{Y l}{L} \times \frac{l}{L}=\frac{1}{2} \times \text { stress } \times \text { strain }\)………..(4)

[stress = \(\frac{F}{\alpha}=\frac{Y l}{L}\) = Q strain = \(\frac{l}{L}\)

So, elastic energy density = 1/2 x stress x strain.

Calculation with the help of calculus: if the total elongation of the wire is supposed to be an aggregate of infinitesimal elongations, then for an elongation dl of the wire, the work done, dW = Fdl

We know that, F = \(\frac{Y \alpha l}{L} \quad therefore d W=\frac{Y \alpha l}{L} \cdot d l\)

Therefore, the work done for the total elongation l becomes,

W = \(\int d W=\int_0^l \frac{Y \alpha l}{L} d l=\frac{Y \alpha}{L} \int_0^l l d l=\frac{1}{2} \frac{Y \alpha l^2}{L}\)

This is exactly same as equation (2).

Elasticity Work Done In Stretching A Wire Energy Density Numerical Examples

Example 1. What amount of work must be done In stretching a wire, of length 1 m and of cross-sectional area mm², by 0.1mm? Young’s modulus for the material = 2 x 10-11 N • m-2.
Solution:

length 1 m and of cross-sectional area mm², by 0.1mm

We know that, work’s done, W = \(\frac{1}{2} \frac{Y \alpha l^2}{L}\)

Here, Y = 2 x 1011 N • m-2, a=1 mm2 = 10-6 m2,

l = 0.1 mm = 10-4 m, L = 1 m

∴ W = \(\frac{1}{2} \times \frac{2 \times 10^{11} \times 10^{-6} \times\left(10^{-4}\right)^2}{1}=10^{-3} \mathrm{~J} .\)

Example 2. When the load on a wire Is increased from 3 kg to 5 kg, the elongation of the wire increases from 0. 6 mm to 1 mm. How much work is done during this extension of the wire?
Solution:

When the load on a wire Is increased from 3 kg to 5 kg, the elongation of the wire increases from 0. 6 mm to 1 mm.

We know that, work done, W= 1/2 Fl.

Let the work done in stretching the wire through 0.6 mm be W1

Here, F = 3 kgf = (3×9.8) N and l = 0.6 mm = 6 x 10-4 m

∴ W1 = 1/2 x 3 x 9.8 x 6 x 10-4 = 8.82 x 10-3 J

Let the work done in stretching the wire through 1 mm be W2

In this case, F = 5 kgf = 5 x 9.8 N and l = 1 mm = 10-3 m

∴ W2 = 1/2 x 5 x 9.8 x 10-3 = 2.45 x 10-2

So, during the extension of the wire from 0.6 mm to 1 mm, the net work done = W2 – W1 = (2.45 – 0.882) x 10-2

= 1.568 x 10-2 J

Example 3. For a uniform wire of length 3 m and cross-sectional area 1 mm2, 0.021 J of work is necessary to stretch it through 1 mm. Calculate the Young’s modulus for its material.
Solution:

For a uniform wire of length 3 m and cross-sectional area 1 mm2, 0.021 J of work is necessary to stretch it through 1 mm.

Work done, W = \(\frac{1}{2} \frac{Y \alpha l^2}{L}\)

or, \(Y=\frac{2 W L}{\alpha l^2}\)

Here, W = 0.021 J, α = 1 mm2 = 10-6 m2, L = 3 m, l = 1 mm = 10-3 m

∴ Y = \(\frac{2 \times 0.021 \times 3}{10^{-6} \times\left(10^{-3}\right)^2}=1.26 \times 10^{11} \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Example 4. Two uniform wires of length 3 m and 4 m respectively are made of the same material. To stretch both these wires by the same length, 0.031 and 0.05 J of work are necessary. Calculate the ratio of the cross sectional areas of the two wires.
Solution:

Two uniform wires of length 3 m and 4 m respectively are made of the same material. To stretch both these wires by the same length, 0.031 and 0.05 J of work are necessary.

Let the work done the case of the first antj t^e second wires respectively be,

⇒ \(W_1=\frac{1}{2} \frac{Y \alpha_1 l^2}{L_1} \text { and } w_2=\frac{1}{2} \frac{Y \alpha_2 l^2}{L_2}\)

∴\(\frac{W_1}{W_2}=\frac{a_1 L_2}{a_2 L_1} \text { or, } \frac{\alpha_1}{\alpha_2}=\frac{W_1 L_1}{W_2 L_2}\)

Here, \(W_1=0.03 \mathrm{~J}, W_2=0.05 \mathrm{~J}, L_1=3 \mathrm{~m}\) and \(L_2=4 \mathrm{~m}\)

∴ \(\frac{\alpha_1}{\alpha_2}=\frac{0.03 \times 3}{0.05 \times 4} \text { or, } \alpha_1: \alpha_2=9: 20\)

Modulus of Elasticity – Elasticity Types, Elastic Stress and Strain

Properties Of Matter – Elasticity Different Kinds Of Strain And Moduli Of Elasticity

  • Longitudinal Strain
  • Longitudinal Stress
  • Young’s Modulus

If force is applied along the length of a body usually whose length is much greater than all of its other dimensions (like breadth, height, etc., as in the case of a long thin wire or other rod-like bodies), then the body undergoes longitudinal strain.

Read and Learn More: Class 11 Physics Notes

  • In other words, if, under the influence of an external force, a body undergoes an increase or decrease primarily in length, then this body is associated with a longitudinal strain. The ratio of the change in length (increase or decrease) to the original length of the body is the measure of its longitudinal strain.
  • Longitudinal strain is possible only in the case of a solid substance. The stress developed inside the body, i.e., the reaction force developed per unit cross-sectional area while it undergoes longitudinal strain is called longitudinal stress.

Young’s modulus: Within the elastic limit, longitudinal stress divided by longitudinal strain is called Young’s modulus.

Yound’s modulus (Y) =\(\frac{\text { longitudinal stress }}{\text { longitudinal strain }}\)

  • If longitudinal stress tends to infinity and longitudinal strain tends to zero, Young’s modulus tends to infinity. This is the case for a perfectly rigid body, for which Young’s modulus Y is infinite. On the other hand, if any external force is applied on a plastic body, its longitudinal stress is zero and Young’s modulus (Y) becomes zero.
  • Liquids and gases cannot produce longitudinal stress at all, i.e., on the application of even a very small longitudinal force, they begin to flow. Therefore, Young’s modulus (Y) is a characteristic only of solids and not of liquids and gases.
  • Let us consider a wire of length L and cross-sectional area A suspended from a rigid support. Now a force of magnitude F is applied perpendicularly to the cross-sectional area A on the wire i.e., the force will act downwards along the length of the wire. As a result, the wire will show a slight increase in length.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Youn's Modulus

Let the increase in the length of the wire = l.

Longitudinal strain = \(\frac{\text { increase in length }}{\text { original length }}=\frac{l}{L}\)

Longitudinal stress = \(\frac{\text { applied force }}{\text { area of cross-section }}=\frac{F}{A}\)

∴ Young’s modulus, Y= \(\frac{\text { longitudinal stress }}{\text { longitudinal strain }}\)

= \(\frac{F}{\frac{F}{L}}=\frac{F L}{A l}\)….(1)

If the wire is of circular cross-section of radius r and a mass m is hung from its lower end, then, A = πr², F = mg

So, Y =\(\frac{m g L}{\pi r^2 l}\) …….(2)

Units of Young’s modulus:

  • dyn · cm-2 CGs
  • N · m-2 or p

Young’s modulus for copper is 1.26 x 1012 dyn · cm-2 — which means that a force of 1.26 x 1012 dyn must be applied per cm2 area of cross-section of a copper wire to produce unit longitudinal strain in it.

Sagging of an elastic body due to its own weight: In our daily life, we observe many bodies sag due to their own weights when they are suspended from a rigid support.

Examples: a wet towel suspended across a horizontal rope, a cloth bag containing a few kilograms of rice suspended from a hook, etc. However, these are not perfectly elastic bodies, and no theoretical expression for their sagging can be obtained.

Now, we turn our attention to elastic bodies. Suppose a cylindrical rod made of an elastic metal (say, steel) is hung vertically from a rigid support. It definitely sags due to its own weight, although the sagging is relatively small. But using elastic properties of the material, a clear expression for the sagging can be found out.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Sagging Of An Elastic Body Due To Its Own Weigth

Let m be the mass of body B made of an elastic material. One of its ends is hung from a rigid support.

Then mg = weight of B, L = its length, and A = area of its cross-section.

If B is a body of uniform density and its cross section is also uniform throughout its height, the centre of gravity G is situated at the midpoint at a depth 1/2 from the rigid support.

A force due to the weight mg acts downwards at the centre of mass (G). It may be assumed that this force stretches the body above the point G. So the effective initial length that is strained is L/2. If the body B sags downwards through a length l, then,

longitudinal strain = \(\frac{\text { elongation }}{\text { initial length }}=\frac{l}{\frac{L}{2}}=\frac{2 l}{L}\)

Also, longitudinal stress = \(\frac{\text { applied force }}{\text { area of cross-section }}=\frac{m g}{A}\)

Again the mass of the body B is,

m = volume x density = LAρ [ρ = density of the material]

So Young’s modulus,

Y = \(\frac{\text { stress }}{\text { strain }}=\frac{\frac{m g}{A}}{\frac{2 l}{L}}=\frac{m g L}{2 A l}=\frac{L A \rho g L}{2 A l}=\frac{\rho g L^2}{2 l}\)

Hence the sagging of the body is,

l = \(\frac{\rho g L^2}{2 Y}\) ……….(3)

It is important to note that this expression is independent of A.

So the sagging of a thin wire is the same as that of a thick rod if their initial lengths are equal and they are made of the same elastic material.

  • Bulk or Volume Strain
  • Bulk or Volume Stress
  • Bulk Modulus

When a body is subjected to uniform pressure acting normally at every point on its surface, then it undergoes a change in volume, without any change in its shape.

  • For example, when a cube or a sphere is subjected to a uniform normal pressure, their shape remains unchanged, but they undergoes a volume strain.
  • Under the influence of external forces, when a body undergoes an increase or decrease in volume without any change in its shape, then the strain of the body is called bulk or volume strain.
  • The ratio of the change in volume (increase or decrease) of the body to its initial volume gives the measure of the volume strain of the body.
  • The stress, developed in the body, i.e., the reaction force developed per unit surface area due to its volume strain is called bulk or volume stress.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Bulk And Volume Stress

Bulk modulus: Within the elastic limit, volume stress divided by volume strain is called the bulk modulus of elasticity.

Bulk modulus (K) = \(\frac{\text { volume stress }}{\text { volume strain }}\)

Every substance—solid, liquid, or gas—has some volume, and hence the bulk modulus is meaningful for all substances.

The bulk moduli of a perfectly rigid body and a perfectly plastic body are infinite and zero respectively.

Since liquid and gaseous substances undergo only volume strain, the bulk modulus is the only elastic modulus for them. Among the different bulk moduli of a gas, very useful are its isothermal and adiabatic bulk moduli [for details see the chapter First and Second Law of Thermodynamics].

The isothermal bulk modulus of air = 1.01 x 105 Pa and the adiabatic bulk modulus of air = 1.42 x 105 Pa.

Let V = initial volume of a body,

p = applied force per unit surface area of the body = applied pressure,

ν = corresponding decrease in volume,

so, -ν = change in volume.

∴ Volume strain = \(\frac{\text { change in volume }}{\text { initial volume }}=-\frac{\nu}{V}\),

and volume stress = \(\frac{\text { reaction force developed }}{\text { surface area }}\)

= \(\frac{\text { applied force }}{\text { surface area }}\)

= applied pressure = p.

Therefore, the bulk modulus of elasticity of the material of the body is,

K = \(\frac{\text { volume stress }}{\text { volume strain }}=\frac{p}{-\frac{v}{V}}=-\frac{p V}{v}\) …..(4)

On application of pressure, the change in volume of all gases, and of a few materials like rubber, cotton, etc., is fairly large. This means that ν is large even for a relatively small applied pressure p.

So, the bulk moduli of all gases, and of the said materials, are fairly low. On the other hand, almost all solids and liquids show very small changes in volume on application of external forces. As a result, their bulk moduli are much higher.

For more mathematical rigor, the applied pressure is denoted by Δp (instead of p) and the corresponding decrease in volume by Δν (instead of ν). Then, equation (4) becomes,

If Δν is very low, which is usually observed in practice, we can put the limit Δν → 0. Then, from the definition of a derivative, we can replace \(\frac{\Delta p}{\Delta \nu}\) by the differential coefficient \(\frac{d p}{d v} .\).

Then we get, K = \(-V \frac{d p}{d v}\) ….(5)

This equation (5) is treated as the defining equation of the bulk modulus of elasticity.

For magnitudes only, the negative sign on the right-hand side of equations (4) and (5) is ignored.

Units of bulk modulus:

  • dym · cm-2
  • N · m-2

Compressibility: It is defined as the change in volume due to a unit change in pressure if a unit volume of a substance is taken initially. Like bulk modulus, compressibility is also a characteristic property of all substances—solids, liquids, and gases.

Again, let V = initial volume, Δp = applied pressure, and -ΔV = corresponding change in volume.

Then, from definition,

compressibility = \(\text { compressibility }=\frac{\text { change in volume }}{\text { initial volume } \times \text { change in pressure }}\)

= \(\frac{-\Delta V}{V \Delta p}=-\frac{1}{V} \frac{\Delta V}{\Delta p} .\)

In the limit Δp → 0, we have

compressibility = \(-\frac{1}{V} \frac{d V}{d p}\) …….(6)

Comparing equations (5) and (6), we observe that

compressibility = \(\frac{1}{\text { bulk modulus }} \text {. }\)

So, bulk modulus and compressibility are not independent properties. If one is known, the other can be calculated.

The compressibility of a solid or a liquid is very small, compared to that of a gas due to lack of space between molecules and larger intermolecular forces.

The compressibility of a perfectly rigid body is zero. The compressibility of water is 44 x 10-6 atm-1, meaning that the volume strain of water becomes 44 x 10-6 on the application of 1 standard atmosphere pressure.

Units of compressibility:

  • cm2.dyn-1
  • m2.N-1

Another useful unit of compressibility is atmosphere-1.

  • Shearing Strain
  • Shearing Stress
  • Modulus of Rigidity or Shear Modulus

If the matchbox is held firmly on a table and a tangential force is applied on the upper surface of the box with the help of a finger, the shape of the box changes. This is known as shearing strain. In this condition, however, the change in the volume of the box is negligible as well as irrelevant.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Shearing Strain

Under the influence of an external force, if a body undergoes a change in its shape, then the strain of the body is called shearing strain or shear. The corresponding stress developed inside the body is called shearing stress.

Modulus of rigidity: Within the elastic limit, shearing stress divided by shearing strain is called the modulus of rigidity or shear modulus.

Modulus of rigidity (n) = \(\frac{\text { shearing stress }}{\text { shearing strain }}\)

The modulus of rigidity is a characteristic property of solids because only solids have definite shapes.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Modulus Of Rigidity

  • Let us consider a rectangular parallelepiped ABCD. ABCD is only the front surface of the parallelepiped for convenience, the depth has not been shown in the figure.
  • AD and BC denote the vertical side faces, whereas AB and CD are the top and the bottom faces respectively. The lower face CD is kept fixed to the horizontal surface.
  • A tangential force F is applied on its upper face AB. An equal but opposite reaction force F will act tangentially on the lower surface DC of the block.

These two forces constitute a couple and due to its action, each layer parallel to the surface DC will be displaced in the direction of the applied force. The layers that are farther from the surface DC will have larger relative displacements during deformation.

  • As a result, the block will undergo a change in its shape. It will be seen that each vertical surface parallel to F takes the form of a parallelogram from the original rectangular shape, i.e., the surface ABCD will become a parallelogram A’B’CD.
  • This kind of strain is called a shearing strain. It should be noted that, if the displacement AA’ is large, the surface A’B’ will come down a bit, and its position will be lower relative to the original position AB.
  • As a result, the area of the parallelogram and the volume of the parallelepiped will decrease. However, in most cases, particularly for metals, AA’ is so small that the change in volume may safely be ignored.

The angle formed between the initial and the final positions of any vertical line drawn perpendicular to the direction of the applied force is called shearing strain or the angle of shear. Usually, this angle is small, as the displacement AA’ is small.

Let ∠ADA’ = ∠BCB’ = θ; AD = L; AA’ = l;

Since θ is very small, tanθ ≈ θ. [where θ is expressed in radian]

∴ Shearing strain = θ = tanθ = l/L

= \(\frac{\begin{array}{c}
\text { relative displacement between two } \\
\text { parallel layers of the body }
\end{array}}{\text { distance between the layers }}\)

Now, if L = 1, then θ=1, which means that the relative displacement between two layers situated at a unit distance apart is the measure of shearing strain.

Shearing stress is measured by the applied tangential force per unit area. If the area of the surface AB is a, then shearing stress = \(=\frac{F}{a}\).

∴ Modulus of rigidity,

n = \(\frac{\text { shearing stress }}{\text { shearing strain }}=\frac{\frac{F}{a}}{\theta}=\frac{F}{a \theta}=\frac{F}{a} \cdot \frac{L}{l}\)

Units of the modulus of rigidity:

  • dyn.cm-2
  • N.m-2 or pa

Poisson’s Ratio: Under the influence of an external force, when a body elongates in any direction, it also undergoes contraction in a perpendicular direction.

  • Conversely, when a body contracts in any direction under the influence of an external force, it also elongates at the same time in perpendicular directions.
  • So, longitudinal strain and lateral strain occur simultaneously in a body. If the lateral strain is low, then it is proportional to its longitudinal strain. The ratio of lateral strain to longitudinal strain is called the Poisson’s ratio.

Poissons ratio \((\sigma)=\frac{\text { lateral strain }}{\text { longitudinal strain }}\)

Let us consider a wire of initial length L and initial diameter D. If the increase in the length of the wire under the influence of the external force is l and the decrease in its diameter is d, then lateral strain = \(\frac{d}{D}\), longitudinal strain = \(\frac{l}{L}\)

∴ Poisson’s ratio, \(\sigma=\frac{\frac{d}{D}}{\frac{l}{L}}=\frac{d}{D} \cdot \frac{L}{l}\)

Poisson’s ratio depends only on the nature of the material of a body. It is a pure number and has no unit since it is a ratio between two strains. It is applicable only to solids. In the case of liquids and gases, Poisson’s ratio is meaningless.

Poisson’s ratio is not an elastic modulus because it is not the ratio of stress to strain. It is an elastic constant.

Limiting values of Poisson’s ratio: Theoretically, it can be shown that the maximum value of Poisson’s ratio is +1/2 and its minimum value is -1.

But Poisson’s ratio becomes negative only when a body undergoes lateral expansion along with its longitudinal expansion. It cannot be realized in practice. For this reason, the practical values of Poisson’s ratio lie between 0 and +1/2.

Poisson’s ratio—when the volume does not change due to elongation: Let l and r be the length and the radius of circular cross-section of a wire. Then, the volume of the wire, V = πr²l.

Differentiating both sides, we get, dV = πr²dl + πl · 2rdr.

Here, dV = change in volume

dl = change in length, dr = change in radius.

Since, the volume remains unchanged, dV = 0.

∴ 0 = πr² dl+ π l2r dr

or, 0 = πrdl+ π2ldr

or, rdl = -2 ldr or, \(-\frac{d r}{r}=\frac{d l}{2 l}\)

or, \(-\frac{d r / r}{d l / l}=\frac{1}{2}\) = 1/2 [negative sign indicates that if l increases, then r decreases].

Poisson’s ratio: \(\sigma=\frac{\text { lateral strain }}{\text { longitudinal strain }}=\frac{-d r / r}{d l / l}=\frac{1}{2}=0.5\)

Properties Of Matter – Elasticity Poisson’s Ration Numerical Examples

Example 1. An 8 kg mass is suspended from one end of an iron wire of length 2 m and diameter 1 mm. If Young’s modulus of iron is 2 x 1012 dyn · cm-2, then what is the increase in length of the wire? [g = 980 cm · s-2]
Solution:

An 8 kg mass is suspended from one end of an iron wire of length 2 m and diameter 1 mm. If Young’s modulus of iron is 2 x 1012 dyn · cm-2

Young’s modulus, Y = \(\frac{m g L}{\pi r^2 l} \quad \text { or, } l=\frac{m g L}{Y \pi r^2}\)

Here, m = 8 kg = 8000 g , g = 980 cm • s-2 .

L = 2 m = 200 cm , r = 1/2 mm = 0.05 cm,

Y = 2 x 1012 dyn.cm-2

∴ l =\(\frac{8000 \times 980 \times 200}{2 \times 10^{12} \times 3.14 \times(0.05)^2}\) = 0.1 cm = 1 mm

Example 2. The volume of 1 litre of glycerine decreases by, 0.42 cm3 on application of a pressure of 20 kg.cm-2.  Calculate the bulk modulus of glycerine.
Solution:

The volume of 1 litre of glycerine decreases by, 0.42 cm3 on application of a pressure of 20 kg.cm-2.

Bulk modulus, K= \(\frac{p V}{v}\)

Here, p = 20 kg • cm-2 = 20 x 1000 x 980 dyn • cm-2

V = 1 litre = 1000 cm3 , v = 0.42 cm3

∴ Bulk modulus, K =\(K=\frac{20 \times 1000 \times 980 \times 1000}{0.42}\)

= 4.67 x 1010 dyn · cm-2

= 4.67 x 109 N · m-2

Example 3. The upper surface of an aluminium cube of side 10 cm is displaced by 0.03 cm with respect to its firmly held lower surface by a tangential force of 7.5 x 1010 dyn. Calculate the modulus of rigidity of aluminium.
Solution:

The upper surface of an aluminium cube of side 10 cm is displaced by 0.03 cm with respect to its firmly held lower surface by a tangential force of 7.5 x 1010 dyn.

Modulus of rigidity, n = \(\frac{F}{A \theta}\)

Here, F= 7.5 x 1010 dyn , A = 10 x 10 = 100 cm2

θ = \(\frac{0.03}{10}=0.003\)

∴ Modulus of rigidity,

n = \(\frac{7.5 \times 10^{10}}{100 \times 0.003}\)

= 2.5 x 1011 dyn · cm-2

= 2.5 x 1010 N · m-2

Example 4. A metallic wire of length 3 m Is stretched to producean elongation of 2 nun. If the diameter of the wire is l mm, then find the decrease In its diameter due to this elongation. Poisson’s ratio for the material of the wire is 0.24.
Solution:

A metallic wire of length 3 m Is stretched to producean elongation of 2 nun. If the diameter of the wire is l mm

Poisson’s ratio, \(\sigma=\frac{d}{D} \cdot \frac{L}{l} \quad \text { or, } d=\frac{\sigma D l}{L}\)

Here. σ = 0.24 , D = 1 mm = 10-3 m . L = 3 m .

l = 2 mm = 2 x 10-3 m

∴ d = \(\frac{0.24 \times 10^{-3} \times 2 \times 10^{-3}}{3}=1.6 \times 10^{-7} \mathrm{~m}\)

Example 5. When a body of mass 5 kg is hung from a wire of length 1 m and radius 2 mm, the length increases by 0.1 mm. If the Poisson’s ratio is 0.4, what will be the change in the radius of the wire? If the load is reduced to 2 kg, how will the radius change?
∴ Solution:

When a body of mass 5 kg is hung from a wire of length 1 m and radius 2 mm, the length increases by 0.1 mm. If the Poisson’s ratio is 0.4, what will be the change in the radius of the wire? If the load is reduced to 2 kg

Poisson’s ratio, \(\sigma=\frac{d}{D} \cdot \frac{L}{l}\)

[where D, L are the initial diameter and the length of the wire and d, l are the changes in tire diameter and in the length of the wire respectively]

∴ d = \(\frac{\sigma D l}{L}=\frac{0.4 \times 0.004 \times 0.0001}{1} \mathrm{~m}\)

[σ = 0.4 , D = 2 x 2 = 4 mm = 0.004 m , 7 = 0.1 mm = 0.0001 m, I = 1 m]

or, d = 16 x 10-8 m

∴ Change in radius = \(=\frac{16 \times 10^{-8}}{2}=8 \times 10^{-8} \mathrm{~m}\)

Now, Y = \(\frac{m g L}{\pi r^2 l} \quad \text { or, } l=\frac{m g L}{Y \pi r^2}\)

So, for the same wire, l ∝ m. Then we get,

⇒ \(\frac{m_1}{m_2}=\frac{l_1}{l_2} \text { or, } \frac{5}{2}=\frac{0.0001}{l_2} \text { or, } l_2=4 \times 10^{-5} \mathrm{~m}\)

∴ Change in diameter, \(d_2=\frac{\sigma D l_2}{L}=\frac{0.4 \times 0.004 \times 4 \times 10^{-5}}{1}=64 \times 10^{-9} \mathrm{~m}\)

∴ Change in radius = \(\frac{64 \times 10^{-9}}{2}=3.2 \times 10^{-8} \mathrm{~m}\)

Example 6. The change in length of a wire of a circular cross section is found to be 0.01% due to longitudinal stress. If the Poisson’s ratio for the material is 0.2, what is the percentage change in volume?
Solution:

The change in length of a wire of a circular cross section is found to be 0.01% due to longitudinal stress. If the Poisson’s ratio for the material is 0.2

Let the length of the wire be 7, its radius be r and
volume be V.

So, V = \(\pi r^2 l\)

∴ dV = \(\pi r^2 d l+2 \pi l r d r\) [because \(\sigma=\frac{-d r / r}{d L / l}\), dr = -rσ \(\frac{d l}{l}\)]

= \(\pi r^2 d l-2 \pi r^2 \sigma d l\)

= \(\pi r^2 d l(1-2 \sigma)\)

∴ Volume strain

= \(\frac{d V}{V}=\frac{\pi r^2 d l(1-2 \sigma)}{\pi r^2 l}\)

= \(\frac{d l}{l}(1-2 \sigma)\left[\text { Here, } \frac{d l}{l}=0.01 \%=0.0001\right.\)]

= \(0.0001(1-2 \times 0.2)=6 \times 10^{-5}\)

∴ Percentage change in volume

= \(\frac{d V}{V} \times 100=6 \times 10^{-5} \times 100=0.006 \%\)

Example 7. A metallic wire of length and diameter 3 m and 0.001 m respectively is stretched by a load of 10 kg. Young’s modulus and Poisson’s ratio of the material of the wire are respectively 20 x 1010 N • m-2 and 0.26. Calculate the decrease In the diameter of the wire, (g = 9.8 m • s-2)
Solution:

A metallic wire of length and diameter 3 m and 0.001 m respectively is stretched by a load of 10 kg. Young’s modulus and Poisson’s ratio of the material of the wire are respectively 20 x 1010 N • m-2 and 0.26.

Young’s modulus Y = \(\frac{F \cdot L}{A \cdot l}\)

or, \(\quad \frac{l}{L}=\frac{F}{Y A}=\frac{10^6 \times 9.8 \times 4}{20 \times 10^{10} \times 3.14 \times(0.001)^2}\)

Again, \(\sigma=\frac{d}{D} \cdot \frac{L}{l}\)

[F = \(10 \times 9.8 \mathrm{~N}\)]

or, \(d=\frac{\sigma D l}{L}=0.26 \times 0.001 \times \frac{10 \times 9.8 \times 4}{20 \times 10^{10} \times 3.14 \times(0.001)^2}\) = 16.23 x 10-8 m

Decrease in the diameter of the wire = 16.23 x 10-8 m

Example 8. A wire of length 2 m and diameter 2 cm is suspended vertically with its top end fixed. Its Poisson’s ratio and Young’s modulus are 0.2 and 1.8 x 1011 N • m-2 respectively. What will be its lateral strain if a load of 1000 kg is suspended at its lower end?
Solution:

A wire of length 2 m and diameter 2 cm is suspended vertically with its top end fixed. Its Poisson’s ratio and Young’s modulus are 0.2 and 1.8 x 1011 N • m-2 respectively.

Young’s modulus, Y = \(\frac{m g}{\pi r^2} \cdot \frac{L}{l}\)

∴ Longitudinal strain, \(\frac{l}{L}=\frac{m g}{\pi r^2 \cdot Y}=\frac{1000 \times 9.8 \times 7}{22 \times(0.01)^2 \times 1.8 \times 10^{11}}\)

[Here, r = D/2= 2/2 cm = 1 cm = 0.01 nr]

Again, Poisson’s ratio, \(\sigma=\frac{d / D}{l / L}\)

∴ Lateral strain, \(\frac{d}{D}=c \cdot \frac{l}{L}=\frac{0.2 \times 1000 \times 9.8 \times 7}{22 \times(0.01)^2 \times 1.8 \times 10^{11}}\) = 3.46 x 10-5

Example 9. A rubber cord of length 10 m is suspended vertically. How much does It stretch under its own weight? Density of rubber = 1.5 x 103 kg · m-3 Young’s modulus of rubber =6 x 106 gf • cm-2; g = 9.8 m • s-2
Solution:

A rubber cord of length 10 m is suspended vertically.

Given, L = 10m; ρ = 1.5 x 103 kg • m-3

Y = 6x 106 gf • cm-2 = 6 x 106 x 980 dyn • cm-2

= 5.88 x 108 N • m-2

Let a be the area of cross-section of the rubber cord. Then

F = weight of the rubber cord

= L x a x ρ x g

The weight of the rubber cord acts at its centre of gravity and hence the weight of the rubber cord will produce an extension in the length L/2 of the cord.

Now, Y = \(\frac{F\left(\frac{L}{2}\right)}{a l} \quad \text { or, } l=\frac{F \times L}{2 a \times Y}\)

l = \(\frac{L a \rho g \times L}{2 a \times Y}=\frac{L^2 \rho g}{2 Y}=\frac{10^2 \times 1.5 \times 10^3 \times 9.8}{2 \times 5.88 \times 10^8}\)

= \(1.25 \times 10^{-3} \mathrm{~m}=1.25 \mathrm{~mm}\)

Example 10. A force of 108 N • m-2 is required for breaking a material. If the density of the material is 3 x 103 kg • m-3, then what should be the length of the wire made of this material, so that it breaks due its own weight? [g = 9.8 m • s-2]
Solution:

A force of 108 N • m-2 is required for breaking a material. If the density of the material is 3 x 103 kg • m-3

Let L be the length of the wire which will break under its own weight.

If a is the cross section and ρ is the density of the material of the wire, then, breaking weight = a x L x ρ x g

= a x L x 3 x 103 x 9.8 ………(1)

(Here ρ = 3 x 103 kg • m-3 ; g = 9.8m•s-2]

Also, breaking stress = 106 N • m-2

Therefore, breaking weight = 106 x a ……(2)

From equations (1) and (2) we have,

a x L x 3 x 103 x 9.8 = 106 x a

or, L = \(\frac{10^6}{3 \times 10^3 \times 9.8} \approx 34 \mathrm{~m}\)

Example 11. A cupper wire of negligible mass of length 1 m and cross sectional area 10-6 m2 is kept on a smooth horizontal table with one end fixed. A ball of mass 1 kg is attached to the other end. The wire and the ball are revolving with an angular velocity of 20 rad • s-1. If the elongation in the length of the wire is 10-3 m, obtain the Young’s modulus. If on increasing the angular velocity to 100 rad • s-1 the wire breaks down, obtain the breaking stress.
Solution:

A cupper wire of negligible mass of length 1 m and cross sectional area 10-6 m2 is kept on a smooth horizontal table with one end fixed. A ball of mass 1 kg is attached to the other end. The wire and the ball are revolving with an angular velocity of 20 rad • s-1. If the elongation in the length of the wire is 10-3 m

The stretching force developed in the wire due to the revolution of the ball is,

F = \(\frac{m v^2}{r}=m r \omega^2=1 \times 1 \times(20)^2=400 \mathrm{~N}\)

Stress in the wire = \(\frac{F}{A}=\frac{400}{10^{-6}}=4 \times 10^8 \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Strain in the wire = \(\frac{10^{-3}}{1}=10^{-3}\)

∴ Young’s modulus = \(\frac{\text { stress }}{\text { strain }}=\frac{4 \times 10^8}{10^{-3}}=4 \times 10^{11} \mathrm{~N} \cdot \mathrm{m}^{-2}\)

If the breaking angular velocity be \(\omega_0\) then breaking stress

= \(\frac{m r \omega_0^2}{A}=\frac{1 \times 1 \times(100)^2}{10^{-6}}=1 \times 10^{10} \mathrm{~N} \cdot \mathrm{m}^{-2}\)

Example 12. A steel cable with a radius of 1.5 cm supports a chair-lift at a ski area. If the maximum stress does not exceed 108 N • m-2, what is the maximum load that the cable can support?
Solution:

A steel cable with a radius of 1.5 cm supports a chair-lift at a ski area. If the maximum stress does not exceed 108 N • m-2

The breaking stress is 108 N • m-2.

Therefore, the breaking load = breaking stress x cross-sectional area

= 108 x [3.14 x (1.5 x 10-2)2] = 7.065 x 104 N

Relations among the Elastic Constants: Relations among Young’s modulus (Y), bulk modulus (K) , modulus of rigidity (n), and Poisson’s ratio (σ) are shown below.

Class 11 Physics Unit 7 Properties Of Matter Chapter 1 Elasticity Relations Among The Elastic Constants

These relations show that any two of the four quantities are independent. If the values of any two quantities are known, then the other two can be found out.