Chap 5 Friction
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Transcript of Chap 5 Friction
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VECTOR MECHANICS FOR ENGINEERS:
STATICSCHAPTER
8Friction
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Contents
Introduction
Laws of Dry Friction. Coefficients
of Friction.
Angles of Friction
Problems Involving Dry Friction
Sample Problem 8.1
Sample Problem 8.3
Wedges
Square-Threaded Screws
Sample Problem 8.5
Journal Bearings. Axle Friction.
Thrust Bearings. Disk Friction.
Wheel Friction. Rolling Resistance.
Sample Problem 8.6
Belt Friction.
Sample Problem 8.8
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Introduction In preceding chapters, it was assumed that surfaces in contact were
eitherfrictionless(surfaces could move freely with respect to each
other) or rough(tangential forces prevent relative motion between
surfaces).
Actually, no perfectly frictionless surface exists. For two surfaces
in contact, tangential forces, calledfriction forces, will develop if
one attempts to move one relative to the other.
However, the friction forces are limited in magnitude and will not
prevent motion if sufficiently large forces are applied.
The distinction between frictionless and rough is, therefore, a matter
of degree.
There are two types of friction: dryor Coulomb frictionandfluid
friction. Fluid friction applies to lubricated mechanisms. The
present discussion is limited to dry friction between nonlubricated
surfaces.
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The Laws of Dry Friction. Coefficients of Friction
Block of weight Wplaced on horizontal
surface. Forces acting on block are its weightand reaction of surfaceN.
Small horizontal forcePapplied to block. For
block to remain stationary, in equilibrium, a
horizontal componentFof the surface reaction
is required. F is astatic-friction force.
AsPincreases, the static-friction forceF
increases as well until it reaches a maximum
valueFm.
NF sm
Further increase in P causes the block to begin
to move asFdrops to a smaller kinetic-friction
force Fk.
NF kk
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The Laws of Dry Friction. Coefficients of Friction
Maximum static-friction force:
NF sm
Kinetic-friction force:
sk
kk NF
75.0
Maximum static-friction force and kinetic-
friction force are:
- proportional to normal force
- dependent on type and condition ofcontact surfaces
- independent of contact area
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The Laws of Dry Friction. Coefficients of Friction
Four situations can occur when a rigid body is in contact with
a horizontal surface:
No friction,(Px= 0)
No motion,(PxFm)
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Angles of Friction
It is sometimes convenient to replace normal force
Nand friction forceFby their resultant R:
No friction Motion impending No motion
ss
sms
N
N
N
F
tan
tan
Motion
kk
kkk
N
N
N
F
tan
tan
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Angles of Friction
Consider block of weight Wresting on board with
variable inclination angle q.
No friction No motion Motion
impending
Motion
V M h i f E i S i
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Problems Involving Dry Friction
All applied forces known
Coefficient of static friction
is known
Determine whether body
will remain at rest or slide
All applied forces known
Motion is impending
Determine value of coefficient
of static friction.
Coefficient of static
friction is known
Motion is impending
Determine magnitude or
direction of one of the
applied forces
V t M h i f E i St ti
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Sample Problem 8.1
A 100 lb force acts as shown on a 300 lb
block placed on an inclined plane. The
coefficients of friction between the block
and plane are s= 0.25 and k= 0.20.
Determine whether the block is in
equilibrium and find the value of the
friction force.
SOLUTION:
Determine values of friction forceand normal reaction force from plane
required to maintain equilibrium.
Calculate maximum friction force
and compare with friction force
required for equilibrium. If it isgreater, block will not slide.
If maximum friction force is less
than friction force required for
equilibrium, block will slide.Calculate kinetic-friction force.
V t M h i f E i St ti
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Sample Problem 8.1SOLUTION:
Determine values of friction force and normalreaction force from plane required to maintain
equilibrium.
:0 xF 0lb300-lb100 53 F
lb80F
:0 yF 0lb300- 54 N
lb240N
Calculate maximum friction force and compare
with friction force required for equilibrium. If it isgreater, block will not slide.
lb60lb24025.0 msm FNF
The block will slide down the plane.
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Sample Problem 8.1
If maximum friction force is less than friction
force required for equilibrium, block will slide.Calculate kinetic-friction force.
lb24020.0
NFF kkactual
lb48actualF
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Sample Problem 8.3
The moveable bracket shown may be
placed at any height on the 3-in.diameter pipe. If the coefficient of
friction between the pipe and bracket is
0.25, determine the minimum distance
xat which the load can be supported.
Neglect the weight of the bracket.
SOLUTION:
When Wis placed at minimumx, the
bracket is about to slip and friction
forces in upper and lower collars are at
maximum value.
Apply conditions for static equilibriumto find minimumx.
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Sample Problem 8.3SOLUTION:
When Wis placed at minimumx, the bracket is about toslip and friction forces in upper and lower collars are at
maximum value.
BBsB
AAsA
NNF
NNF
25.0
25.0
Apply conditions for static equilibrium to find minimumx.
:0 xF 0 AB NN AB NN
:0 yF
WN
WNN
WFF
A
BA
BA
5.0
025.025.0
0
WNN BA 2
:0 BM
05.1275.026
05.125.036
0in.5.1in.3in.6
xWWW
xWNN
xWFN
AA
AA
in.12x
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Wedges
Wedges- simple
machines used to raise
heavy loads.
Force required to lift
block is significantly
less than block weight.
Friction prevents wedge
from sliding out.
Want to find minimum
forcePto raise block.
Block as free-body
0
:0
0
:0
21
21
NNW
F
NN
F
s
y
s
x
or
021 WRR
06sin6cos
:0
0
6sin6cos
:0
32
32
s
y
ss
x
NNF
P
NN
F
Wedge as free-body
or
032 RRP