Friction Part 1-Basic Mecanical Engineering-Lecture Slides, Slides of Mechanical Engineering

Prof. Dasmaya Sidhu delivered this lecture at National Institute of Industrial Engineering for Basic Mechanical Engineering course. It includes: Laws, Dry, Friction, Coefficients, Angles, Wedges, Slide, Transmission, Brakes, Horizontal, Force

Typology: Slides

2011/2012

Uploaded on 07/31/2012

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Friction -- Chapter 8
Introduction
Laws of Dry Friction. Coefficients of Friction
Angles of Friction
Problems Involving Dry Friction
2
Problems Involving Dry Friction
Examples and Problems for Dry Friction
Wedges
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Friction -- Chapter 8

Introduction

Laws of Dry Friction. Coefficients of Friction

Angles of Friction

Problems Involving Dry Friction

2

Problems Involving Dry Friction

Examples and Problems for Dry Friction

Wedges

When a body moves or tends to move on another body, a force appearsbetween the surfaces. This force is called force of friction and it actsopposite to the direction of motion

Friction - Introduction

Friction force occurs when one contacting surfacetends to slide along another

3

Frictional Friction is useful in power transmission by belts. It is useful inappliances like brakes, bolts, screw jack

force

is

undesirable

in

bearing

and

moving

machine parts where it results in loss of

energy and, thereby, reduces

efficiency of the

machine and its effect is needed to be minimized

For the body shown in the figure tobe in equilibrium,

the following must be true:

F = P,

(All forces in x direction)

N

W,

and

Friction - Introduction

5

N

W,

and

(All forces in y direction)

Wx = Ph (moment about O)

“N” acts at a distance “

x

” to the right of the line of action of “W”. This distance is necessary to

balance the “tipping effect” caused by “P”For example if “P” is applied at a height “h” from the surface the moment about point “O” issatisfied if

W

x

=Ph

or

x

= Ph/W

where

F

f

is the friction force.

is the coefficient of friction. (depends on materials)

F

f

F

n

Friction - Introduction

6

is the coefficient of friction. (depends on materials)

F

n

is the normal force exerted between the surfaces,

(which is equal to W in this diagram).

If P is small, the block will not move; some other horizontal force must therefore exist, whichbalances P. This other force is the static-friction force F

There are two types of frictional forces

Static friction Kinetic friction

If the force P is increased,

the friction force F alsoincreases, continuing to oppose P, until its magnitude reaches a certain maximum value F

max

Maximum Value of Static Friction

8

Motion cannot begin until the applied force is higher than themaximum friction force

F

max

μμμμ

S

F

n

Kinetic Friction When a body moves relative to another body, the resisting force betweenthem is called kinetic or sliding friction

F

k

μμμμ

k

x F

n

Kinetic Friction

9

μ

k

coefficient of kinetic friction

It has been experimentally found that the

kinetic friction is less than the maximum static friction

It is based on the concept that it takes more force to accelerate a mass from rest than to keep it moving The force of friction is always exerted in a direction that opposes movement (kinetic friction)

or

Potential movement (for static friction) between the two surfaces.

COEFFICIENT OF FRICTION

The ratio between the maximum static frictional force and the normal reaction is known ascoefficient of static friction denoted by Greek letter

μ μ

μ μ

s

Coefficient of Friction

The coefficient of friction , is a dimensionless (scalar) value so it has no units.

11

The coefficient of friction , is a dimensionless (scalar) value so it has no units. (This is because it is a ratio between two forces). The coefficients of friction

μ

s

and

μ

k

do not depend upon the area of the surfaces in contact.

Both coefficients, however, depend strongly on the nature of the surfaces in contact

The coefficient of friction is measured experimentally, and cannot be found throughcalculations. Rougher surfaces tend to have higher effective values. Most dry materials in combination have friction coefficient values between 0.3 and 0.6. Values outside this range are rarer, but teflon, for example, can have a coefficient as low as0.04. A value of zero would mean no friction at all,

Coefficient of Friction

12

A value of zero would mean no friction at all,

However,
if
the
applied
force
P
has
a
horizontal
component
P

x

which tends to
move the block, the force
R will have a horizontal component
F and, will form a
certain angle with the vertical

If P

x

is increased until motion becomes

impending, the angle between R and the

Angle of Friction

14

s

s

s

m

s

N
N
N
F

μ

φ

μ

φ

tan tan

impending, the angle between R and the vertical grows and reaches a maximum value This value is called angle of friction and denoted by

φ

k

k

k

k

k

N
N
N
F

μ

φ

μ

φ

tan tan
  • It is sometimes convenient to replace normal force

N

and

friction force

F

by their resultant

R

Angle of Friction

15

No friction

Motion impending

No motion

s

s

s

m

s

N
N
N
F

μ

φ

μ

φ

tan tan

Motion

k

k

k

k

k

N
N
N
F

μ

φ

μ

φ

tan tan

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Consider block of weight

W

resting on board with variable inclination angle

Angle of Friction- For inclined plane

ANGLE OF INCLINATION IS INCREASING

8 - 17

No friction

No motion

Motion impending

Motion

The maximum friction force

is attained just before the block begins to

move (a situation that is called “impending motion”).

The value of the force is found using F

s

s

N,

where

s

is called the coefficient of static friction. The value of

s

depends on the materials in contact.

18

Once the block begins to move, the frictional force typically drops andis given by

F

k

=

μ μ

μ μ

k

N.

Example 8.

The uniform crate shown in the fig has the mass of 20 kg.if a force P=80 N is applied to the crate Determine whether it remains in equilibrium? The static coefficient of friction is

μ

s= 0.

20

Example 8.

Free Body Diagram The resultant Normal force N

C

must act at a distance x from the crates center line to counteract

the tipping effect caused by “P” There are three unknowns

F, Nc, and x

which can be derived using three equations of

equilibrium

0

F

30

cos

80

0

F

o

x

=

=

−−−−

====

∑ ∑

∑ ∑

21

0

2

.

196

N

30

sin

80

0

F

0

F

30

cos

80

0

F

C

o

y

o

x

====

− −

− −

− −

− −

====

=

=

−−−−

====

∑ ∑

∑ ∑

∑ ∑

∑ ∑

F= 69.3NN

C

= 236 N

max

C

s

max

F

F

N

8

.

70

)

236

(

3

.

0

N

F

<<<<

====

=

=

====

μ

Since F=69.3 N< 70.8 N the crate will not slip but very close to slip