chapter 1 part1
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1
EME1076
Applied Dynamics
Trimester 2, 2014/15
2
Topic 1 (Chapter 12):
Kinematics of a particle
Part I
EME1076 Applied Dynamics
Trimester2, 2014/15
This lecture note is taken and modified from ‘Engineering Mechanics-Dynamics, R.C.Hibbeler, Prentice Hall which
copyright belongs to Pearson Education South Asia Pte Ltd.
3
Chapter Objectives • To introduce the concepts of position, displacement,
velocity, and acceleration.
• To study particle motion along a straight line and
represent this motion graphically.
• To investigate particle motion along a curved path
using different coordinate systems.
• To present an analysis of dependent motion of two
particles.
• To examine the principles of relative motion of two
particles using translating axes.
4
Chapter Outline 1.1 Introduction
1.2 Rectilinear Kinematics : Continuous Motion
1.3 Rectilinear Kinematics : Erratic Motion
1.4 General Curvilinear Motion
1.5 Curvilinear Motion : Rectangular Components
1.6 Motion of a Projectile
1.7 Curvilinear Motion : Normal and Tangential Components
1.8 Curvilinear Motion : Cylindrical Components
1.9 Absolute Dependent Motion Analysis of Two Particles
1.10 Relative Motion Analysis of Two Particles Using
Translating Axes
5
1.1 Introduction
• Mechanics – the state of rest or motion of
bodies subjected to the action of forces
• Static – equilibrium of a body that is either at
rest or moves with constant velocity
• Dynamics – deals with accelerated motion of a
body
1) Kinematics – treats with geometric aspects of
the motion
2) Kinetics – analysis of the forces causing the
motion
6
1.2 Rectilinear Kinematics: Continuous Motion
• Rectilinear – straight-line path
• Kinematics – characterized by specifying, at any
given instant(t), the particle’s position(s),
velocity(v), and acceleration(a).
7
Position
1) Single coordinate axis, s
2) Origin, O is the fixed point on the path
3) Magnitude of s = distance from O to P
4) The sense of direction is defined by algebraic sign
on s :
=> +ve = right of origin, -ve = left of origin
1.2 Rectilinear Kinematics: Continuous Motion
8
Displacement – change in its position, vector quantity
If particle moves from P to P’ ,
displacement :
is +ve if particle’s position is right of its initial
position
is -ve if particle’s position is left of its initial
position
**total distance travel is a +ve scalar, sT =total
length of path over which the particle travels.
sss
s
s
1.2 Rectilinear Kinematics: Continuous Motion
9
• Velocity
Average velocity :
Instantaneous velocity is defined as :
t
sv
avg
tsvt
ins
/lim
0
dt
dsv
ins
1.2 Rectilinear Kinematics: Continuous Motion
10
Representing as an algebraic scalar,
Velocity is +ve = particle moving to the right
Velocity is –ve = Particle moving to the left
Magnitude of velocity is the speed (m/s)
insv
dt
dsv
1.2 Rectilinear Kinematics: Continuous Motion
11
Average speed is defined as total distance traveled by a particle, sT, divided by the elapsed time .
The particle travels along the path of length sT in time
=>
t
t
sv T
avgsp
t
t
sv T
avgsp
1.2 Rectilinear Kinematics: Continuous Motion
12
• Acceleration – velocity of particle is known at
points P and P’ during time interval Δt, average
acceleration is
• Δv represents difference in the velocity during the
time interval Δt, ie
t
vaavg
vvv '
t
vaavg
1.2 Rectilinear Kinematics: Continuous Motion
13
Instantaneous acceleration at time t is found by
taking smaller and smaller values of Δt and
corresponding smaller and smaller values of Δv,
tvat
/lim0
2
2
dt
sda
dt
dva
1.2 Rectilinear Kinematics: Continuous Motion
14
• Particle is slowing down, its speed is decreasing
=> decelerating => will be negative
• Consequently, a will also be negative, therefore it
will act to the left, in the opposite sense to v
• If velocity is constant,
acceleration is zero
vvv '
1.2 Rectilinear Kinematics: Continuous Motion
15
• Velocity as a Function of Time
Integrate ac = dv/dt,
assuming that initially v = v0 when t = 0.
t
c
v
vdtadv
00
tavv c 0
Constant Acceleration
1.2 Rectilinear Kinematics: Continuous Motion
16
• Position as a Function of Time
Integrate v = ds/dt = v0 + act, assuming that
initially s = s0 when t = 0
200
00
2
1
0
tatvss
dttavds
c
t
c
s
s
Constant Acceleration
1.2 Rectilinear Kinematics: Continuous Motion
17
• Velocity as a Function of Position
Integrate v dv = ac ds, assuming that initially v =
v0 at s = s0
0
2
0
2 2
00
ssavv
dsavdv
c
s
sc
v
v
v= ds/dt
dt=ds/v
a=dv/dt
a=dv/(ds/v)
a ds= vdv
Constant Acceleration
1.2 Rectilinear Kinematics: Continuous Motion
18
The car moves in a straight line such that for a
short time its velocity is defined by :
v = (0.9t2 + 0.6t) m/s where t is in sec.
Given when t = 0, s = 0. Determine it position
and acceleration when t = 3s.
EXAMPLE 12.1
19
Solution:
Coordinate System. The position coordinate
extends from the fixed origin O to the car,
positive to the right.
Position. Since v = f(t), the car’s position can be
determined from v = ds/dt, since this equation
relates v, s and t. Noting that s = 0 when t = 0, we
have
ttdt
dsv 6.09.0 2
EXAMPLE 12.1
20
23
0
23
0
0
2
0
3.03.0
3.03.0
6.09.0
tts
tts
dtttds
ts
ts
When t = 3s,
s = 10.8m
EXAMPLE 12.1
21
Acceleration.
Knowing v = f(t), the acceleration is determined by
a = dv/dt, since this equation relates a, v and t.
6.08.1
6.09.0 2
t
ttdt
d
dt
dva
When t = 3s,
a = 6m/s2
EXAMPLE 12.1
22
A small projectile is forced downward into a fluid medium
with an initial velocity of 60m/s.
Due to the resistance of the fluid the projectile experiences
a deceleration equal to a =(-0.4v3)m/s2, where v is in
m/s.
Determine the projectile’s velocity and position 4s after it is
fired.
EXAMPLE 12.2
23
Solution:
Coordinate System. Since the motion is downward,
the position coordinate is downwards positive,
with the origin located at O.
Velocity. Here a = f(v), velocity is a function of
time using a = dv/dt, since this equation relates
v, a and t. 34.0 v
dt
dva
EXAMPLE 12.2
24
smtv
tv
dtv
dtv
dv
tv
tv
sm
/8.060
1
60
11
8.0
1
1
2
1
4.0
1
4.0
2/1
2
22
0602
0/60 3
When t = 4s,
v = 0.559 m/s
EXAMPLE 12.2
34.0 vdt
dv
25
Position. Since v = f(t), the projectile’s position can
be determined from v = ds/dt, since this equation
relates v, s and t. Noting that s = 0 when t = 0, we
have
2/1
28.0
60
1
t
dt
dsv
t
ts
ts
dttds
0
2/1
2
0
2/1
20
8.060
1
8.0
2
8.060
1
EXAMPLE 12.2
26
When t = 4s,
s = 4.43m
mts
60
18.0
60
1
4.0
12/1
2
EXAMPLE 12.2
** Homework : try to use : a ds= vdv to find s.
27
A rocket travel upward at 75
m/s. When it is 40 m from
the ground, the engine fails.
Determine max height sB
reached by the rocket and
its speed just before it hits
the ground.
EXAMPLE 12.3
28
Solution:
Coordinate System. Origin O for the position
coordinate at ground level with positive upward.
Maximum Height. Rocket traveling upward, vA =
+75m/s when t = 0. s = sB when vB = 0 at max ht. For
entire motion, acceleration aC = -9.81m/s2 (negative
since it act opposite sense to positive velocity or
positive displacement)
EXAMPLE 12.3
29
)(222
ABCAB ssavv
sB = 327 m
Velocity.
2 2 2 ( )
80.1 / 80.1 /
C B C C B
C
v v a s s
v m s m s
The negative root was chosen since the rocket is
moving downward
EXAMPLE 12.3
30
A particle moves along a horizontal path with a velocity
of v = (3t2 – 6t) m/s. if it is initially located at the origin O,
determine the distance traveled in 3.5s and the particle’s
average velocity and speed during the time interval.
EXAMPLE 12.5
31
Solution:
Coordinate System. Assuming positive motion to
the right, measured from the origin, O
Distance traveled. Since v = f(t), the position as a
function of time may be found integrating v = ds/dt
with t = 0, s = 0.
EXAMPLE 12.5
32
mtts
tdtdttds
dttt
vdtds
s tt
23
0 00
2
2
3
63
63
0 ≤ t < 2 s
-> -ve velocity -> the particle is moving to the left,
t > 2s
-> +ve velocity -> the particle is moving to the right
msst
125.65.3
ms
st0.4
2
0
0
ts
EXAMPLE 12.5
33
The distance traveled in 3.5s is
sT = 4.0 + 4.0 + 6.125 = 14.125m
Velocity. The displacement from t = 0 to t = 3.5s is Δs
= 6.125 – 0 = 6.125m
And so the average velocity is
sm
t
sv
avg/75.1
05.3
125.6
Average speed, smt
sv T
avgsp /04.405.3
125.14
EXAMPLE 12.5
34
1.3 Rectilinear Kinematics: Erratic Motion
• When particle’s motion is erratic, it is best described
graphically using a series of curves that can be generated
experimentally from computer output.
• a graph can be established describing the relationship with
any two of the variables, a, v, s, t
• using the kinematics equations
•a = dv/dt,
•v = ds/dt,
•a ds = v dv
35
Given the s-t Graph, construct the v-t Graph
•The s-t graph can be plotted if the position of the
particle can be determined experimentally during a
period of time t.
•To determine the particle’s velocity as a function of
time, the v-t Graph, use v = ds/dt
•Velocity as any instant is determined by
measuring the slope of the s-t graph
1.3 Rectilinear Kinematics: Erratic Motion
36
vdt
ds
Slope of s-t graph =
velocity
1.3 Rectilinear Kinematics: Erratic Motion
37
Given the v-t Graph, construct the a-t Graph
•When the particle’s v-t graph is known, the
acceleration as a function of time, the a-t graph can
be determined using a = dv/dt
•Acceleration as any instant is determined by
measuring the slope of the v-t graph
1.3 Rectilinear Kinematics: Erratic Motion
38
adt
dv
Slope of v-t graph =
acceleration
1.3 Rectilinear Kinematics: Erratic Motion
39
• Since differentiation reduces a polynomial of
degree n to that of degree n-1, then if the s-t graph
is parabolic (2nd degree curve), the v-t graph will be
sloping line (1st degree curve), and the a-t graph
will be a constant or horizontal line (zero degree
curve)
1.3 Rectilinear Kinematics: Erratic Motion
40
EXAMPLE 12.6
A bicycle moves along a
straight road such that it
position is described by
the graph as shown.
Construct the v-t and a-t
graphs for 0 ≤ t ≤ 30s.
41
Solution:
v-t Graph. The v-t graph can be determined by
differentiating the eqns defining the s-t graph
6306;3010
6.03.0;100 2
dt
dsvtssts
tdt
dsvtsst
The results are plotted.
EXAMPLE 12.6
42
We obtain specify values of v by measuring the
slope of the s-t graph at a given time instant.
smt
sv /6
1030
30150
a-t Graph. The a-t graph can be determined by
differentiating the eqns defining the lines of the
v-t graph.
EXAMPLE 12.6
43
06;3010
6.06.0;100
dt
dvavst
dt
dvatvst
The results are plotted.
EXAMPLE 12.6
44
Given the a-t Graph, construct the v-t Graph
• When the a-t graph is known, the v-t graph may
be constructed using a = dv/dt
dtav
Change in
velocity Area under
a-t graph =
1.3 Rectilinear Kinematics: Erratic Motion
45
• Knowing particle’s initial velocity
v0, and add to this small increments
of area (Δv)
• Successive points v1 = v0 + Δv, for
the v-t graph
• Each eqn for each segment of the
a-t graph may be integrated to yield
eqns for corresponding segments
of the v-t graph
1.3 Rectilinear Kinematics: Erratic Motion
46
Given the v-t Graph, construct the s-t Graph
• When the v-t graph is known, the s-t graph may
be constructed using v = ds/dt
dtvs
Displacement Area under
v-t graph =
1.3 Rectilinear Kinematics: Erratic Motion
47
• knowing the initial position s0,
and add to this area increments
Δs determined from v-t graph.
• describe each of there
segments of the v-t graph by a
series of eqns, each of these
eqns may be integrated to yield
eqns that describe
corresponding segments of the
s-t graph
1.3 Rectilinear Kinematics: Erratic Motion
48
EXAMPLE 12.7
A test car starts from rest
and travels along a
straight track such that it
accelerates at a constant
rate for 10 s and then
decelerates at a constant
rate. Draw the v-t and s-t
graphs and determine the
time t’ needed to stop the
car. How far has the car
traveled?
49
Solution:
v-t Graph. The v-t graph can be determined by
integrating the straight-line segments of the a-t
graph. Using initial condition v = 0 when t = 0,
tvdtdvasttv
10,10;1010000
When t = 10s, v = 100m/s, using this as initial
condition for the next time period, we have
1202,2;2;1010100
tvdtdvattstv
EXAMPLE 12.7
50
When t = t’ we require v = 0. This yield t’ = 60 s
s-t Graph. Integrating the eqns of the v-t graph
yields the corresponding eqns of the s-t graph.
Using the initial conditions s = 0 when t = 0,
2
005,10;10;100 tsdttdstvst
ts
1202,2;2;1010100
tvdtdvattstv
EXAMPLE 12.7
51
When t’ = 60s, the position is s = 3000m
When t = 10s, s = 500m. Using this initial condition,
600120
1202;1202;6010
2
10500
tts
dttdstvststs
EXAMPLE 12.7
52
Given the a-s Graph, construct the v-s Graph
• v-s graph can be determined by using v dv = a ds,
integrating this eqn between the limit v = v0 at s =
s0 and v = v1 at s = s1
1
0
2
0
2
12
1 s
sdsavv
Area under
a-s graph
1.3 Rectilinear Kinematics: Erratic Motion
53
• determine the eqns which define the segments of
the a-s graph
• corresponding eqns defining the segments of the
v-s graph can be obtained from integration, using
vdv = a ds
1.3 Rectilinear Kinematics: Erratic Motion
54
Given the v-s Graph, construct the a-s Graph
• v-s graph is known, the acceleration a at any
position s can be determined using a ds = v dv
ds
dvva
Acceleration = velocity times slope of v-s graph
1.3 Rectilinear Kinematics: Erratic Motion
55
• At any point (s,v), the slope dv/ds of the v-s graph
is measured
• Since v and dv/ds are known, the value of a can
be calculated
1.3 Rectilinear Kinematics: Erratic Motion
56
EXAMPLE 12.8
The v-s graph describing the motion of a motorcycle
is shown in Fig 12-15a. Construct the a-s graph of
the motion and determine the time needed for the
motorcycle to reach the position s = 120 m.
57
Solution:
a-s Graph. Since the eqns for the segments of the
v-s graph are given, a-s graph can be determined
using a ds = v dv.
0
;15;12060
6.004.0
32.0;600
ds
dvva
vmsm
sds
dvva
svms
EXAMPLE 12.8
58
0
0 60 m; 0.2 3; ;0.2 3
0.2 3
5ln(0.2 3) 5ln 3
t s
o
ds ds dss v s v dt
dt v
dsdt
s
t s
At s = 60 m, t = 8.05 s
Time. The time can be obtained using v-s
graph and v = ds/dt. For the first segment of
motion, s = 0 at t = 0,
EXAMPLE 12.8
59
For second segment of motion,
05.415
15
15;15;12060
6005.8
s
t
dsdt
ds
v
dsdtvms
st
At s = 120 m, t = 12.0 s
EXAMPLE 12.8
60
1.4 General Curvilinear Motion
Curvilinear motion occurs when the particle
moves along a curved path
Position. The position of the particle,
measured from a fixed point O, is designated by
the position vector r = r(t).
61
Displacement. Suppose during a small time interval
Δt the particle moves a distance Δs along the curve
to a new position P`, defined by r` = r + Δr. The
displacement Δr represents the change in the
particle’s position.
1.4 General Curvilinear Motion
62
Velocity. During the time Δt, the average velocity
of the particle is defined as :
tavg
rv
The instantaneous velocity is determined from
this equation by letting Δt 0, and consequently
the direction of Δr approaches the tangent to the
curve at point P. Hence,
dt
dins
rv
1.4 General Curvilinear Motion
Direction of vins is tangent to the curve
63
Magnitude of vins is the speed, which is obtained
by realizing the ength of the straight line segment
Δr approaches the arc length Δs as Δt 0.
Hence,
dt
dsv
1.4 General Curvilinear Motion
64
Acceleration. If the particle has a velocity v at time t
and a velocity v` = v + Δv at time t` = t + Δt.
The average acceleration during the time interval
Δt is :
tavg
va
2
2
dt
d
dt
d rva
1.4 General Curvilinear Motion
65
a acts tangent to the hodograph, therefore it is
not tangent to the path
1.4 General Curvilinear Motion
66
1.5 Curvilinear Motion: Rectangular Components
Position. Position vector is defined by
r = xi + yj + zk
The magnitude of r is always positive and defined
as : 222 zyxr
The direction of r is
specified by the
components of the unit
vector ur = r/r
67
Velocity.
zvyvxv
kvjvivdt
drv
zyx
zyx
where
The velocity has a magnitude
defined as the positive value of
222
zyx vvvv
and a direction that is specified by the components
of the unit vector uv=v/v and is always tangent to
the path.
1.5 Curvilinear Motion: Rectangular Components
68
Acceleration.
zva
yva
xva
kajaiadt
dva
zz
yy
xx
zyx
The acceleration has a magnitude defined as the
positive value of : 222
zyx aaaa
where
1.5 Curvilinear Motion: Rectangular Components
69
• The acceleration has a direction specified by
the components of the unit vector ua = a/a.
• Since a represents the time rate of change in
velocity, a will not be tangent to the path.
1.5 Curvilinear Motion: Rectangular Components
70
EXAMPLE 12.9
At any instant the horizontal
position of the weather balloon
is defined by x = (9t) m, where
t is in second. If the equation
of the path is y = x2/30,
determine the distance of the
balloon from the station at A,
the magnitude and direction of
the both the velocity and
acceleration when t = 2 s.
71
Solution:
Position. When t = 2 s, x = 9(2) m = 18 m and
y = (18)2/30 = 10.8 m
The straight-line distance from A to B is
218.101822r m
Velocity.
smxdt
dyv
smtdt
dxv
y
x
/8.1030/
/99
2
EXAMPLE 12.9
72
When t = 2 s, the magnitude of velocity is
smv /1.148.10922
The direction is tangent to the path, where
2.50tan 1
x
y
vv
v
Acceleration.
2/4.5
0
smva
va
yy
xx
EXAMPLE 12.9
73
222/4.54.50 sma
The direction of a is
900
4.5tan 1
a
EXAMPLE 12.9
74
The motion of box B is defined
by the position vector r =
{0.5sin(2t)i + 0.5cos(2t)j –
0.2tk} m, where t is in seconds
and the arguments for sine and
cosine are in radians (π rad =
180°). Determine the location
of box when t = 0.75 s and the
magnitude of its velocity and
acceleration at this instant.
EXAMPLE 12.10
75
Solution:
Position. Evaluating r when t = 0.75 s yields
mkjradiradr st })75.0(2.0)5.1cos(5.0)5.1sin(5.0{75.0
mkji }150.00354.0499.0{
The distance of the box from the origin is
mr 522.0)150.0()0354.0()499.0( 222
EXAMPLE 12.10
76
The direction of r is obtained from the
components of the unit vector,
107
1.86
2.17)955.0(cos
287.00678.0955.0
522.0
150.0
522.0
0352.0
522.0
499.0
1
kji
kjir
rur
EXAMPLE 12.10
77
Velocity.
smkjtitdt
rdv /}2.0)2sin(1)2cos(1{
Hence at t = 0.75 s, the magnitude of velocity, is
smvvvv zyx /02.1222
Acceleration. The acceleration is not tangent to
the path. 2/})2cos(2)2sin(2{ smjtit
dt
vda
At t = 0.75 s, a = 2 m/s2
EXAMPLE 12.10
78
• the free-flight motion of a projectile is often
studied in terms of rectangular components
• consider a projectile launched at (x0, y0), with
initial velocity vo having components (vo)x , (vo)y
• path defined in the x-y plane
• air resistance neglected
• only force acting on the projectile is its weight,
resulting in constant downwards acceleration,
ac = g = 9.81 m/s2
1.6 Motion of a Projectile
79
1.6 Motion of a Projectile
80
Horizontal Motion Since ax = 0,
);(2
;2
1
;
0
2
0
2
2
00
0
ssavv
tatvxx
tavv
c
c
c
xx
x
xx
vv
tvxx
vv
)(
)(
)(
0
00
0
Horizontal component of velocity, (vo)x remain
constant during the motion
1.6 Motion of a Projectile
81
Vertical. Positive y axis is directed upward,
then ay = - g
);(2
;2
1
;
0
2
0
2
2
00
0
yyavv
tatvyy
tavv
c
c
c
)(2)()(
2
1)(
)(
0
2
0
2
2
00
0
yygvv
gttvyy
gtvv
yy
y
yy
1.6 Motion of a Projectile
82
• Problems involving the motion of a projectile
have at most three unknowns since only three
independent equations can be written :
- one in the horizontal direction
- two in the vertical direction
• Velocity in the horizontal and vertical direction
are used to obtain the resultant velocity
• Resultant velocity is always tangent to the path
1.6 Motion of a Projectile
83
EXAMPLE 12.11
A sack slides off the
ramp with a horizontal
velocity of 12 m/s. If the
height of the ramp is 6 m
from the floor, determine
the time needed for the
sack to strike the floor
and the range R where
the sacks begin to pile
up.
84
Coordinate System. Origin of the coordinates is
established at the beginning of the path, point A.
Initial velocity of a sack has components (vA)x = 12
m/s and (vA)y = 0
Acceleration between point A and B ay = -9.81 m/s2
Since (vB)x = (vA)x = 12 m/s, the three unknown are
(vB)y, R and the time of flight tAB
EXAMPLE 12.11
85
Vertical Motion. Vertical distance from A to B is
known
st
tatvyy
AB
ABcABy
11.1
2
1)( 2
00
The above calculations also indicate that if a sack
is released from rest at A, it would take the same
amount of time to strike the floor at C
EXAMPLE 12.11
Horizontal Motion.
mR
tvxx ABx
3.13
)( 00
86
The chipping machine is designed to eject wood at
chips vO = 7.5 m/s. If the tube is oriented at 30°
from the horizontal, determine how high, h, the
chips strike the pile if they land on the pile 6 m
from the tube.
EXAMPLE 12.12
87
Coordinate System. Three unknown h, time of
flight, tOA and the vertical component of velocity
(vB)y. Taking origin at O, for initial velocity of a chip,
(vA)x = (vO)x = 6.5 m/s and ay = -9.81 m/s2
smv
smv
yO
xO
/75.3)30sin5.7()(
/5.6)30cos5.7()(
EXAMPLE 12.12
88
Horizontal Motion.
st
tvxx
OA
OAxA
9231.0
)( 00
Vertical Motion.
Relating tOA to initial and final elevation of the chips,
mh
tatvyhy OAcOAyOA
38.1
2
1)(1.2 2
0
EXAMPLE 12.12
89
The track for this racing event
was designed so that the
riders jump off the slope at
30°, from a height of 1m.
During the race, it was
observed that the rider
remained in mid air for 1.5 s.
Determine the speed at which he was traveling off
the slope, the horizontal distance he travels before
striking the ground, and the maximum height he
attains. Neglect the size of the bike and rider.
EXAMPLE 12.13 (self-study)
90
Coordinate System. Origin is established at point A.
Three unknown are initial speed vA, range R and
the vertical component of velocity vB.
Vertical Motion. Since time of flight and the vertical
distance between the ends of the paths are known,
smv
tatvss
A
ABCAByAyAyB
/4.13
2
1)()()( 2
EXAMPLE 12.13 (self-study)
91
Horizontal Motion
•For maximum height h, we consider path AC
•Three unknown are time of flight, tAC, horizontal
distance from A to C and the height h
•At maximum height (vC)y = 0
m
R
tvss ABAxAxB
4.17
)5.1(30cos38.130
)()()(
EXAMPLE 12.13 (self-study)
92
•Since vA known, determine h using the following
equations
•Show that the bike will strike the ground at B with
velocity having components of
smvsmv
mh
h
ssavv
yBxB
yAyCcAc yy
/02.8)(,/6.11)(
28.3
]0)1)[(81.9(2)30sin38.13()0(
])()[(2)()(
22
22
EXAMPLE 12.13 (self-study)
93
• When the path of motion of a particle is
known, describe the path using n and t
coordinates which act normal and tangent to
the path
Planar Motion
• Consider particle P which is moving in a
plane along a fixed curve, such that at a
given instant it is at position s, measured
from point O
1.7 Curvilinear Motion :
Normal and Tangential Components
94
• Consider a coordinate
system that has origin at a
fixed point on the curve, and
at the instant, considered
this origin happen to coincide
with the location of the
particle
• t axis is tangent to the curve at P and is positive in
the direction of increasing s
1.7 Curvilinear Motion :
Normal and Tangential Components
95
• Designate this positive position direction with unit
vector ut
• For normal axis, note that geometrically, the curve
is constructed from series differential arc
segments
• Each segment ds is
formed from the arc of an
associated circle having
a radius of curvature ρ
(rho) and center of
curvature O’
1.7 Curvilinear Motion :
Normal and Tangential Components
96
• Normal axis n is perpendicular to the t axis and
is directed from P towards the center of
curvature O’
• Positive direction is always on the concave
side of the curve, designed by un
• Plane containing both the n and t axes is
known as the oscillating plane and is fixed on
the plane of motion
1.7 Curvilinear Motion :
Normal and Tangential Components
97
Velocity.
• Since the particle is moving, s is a function of time
• Particle’s velocity v has direction that is always
tangent to the path and a magnitude that is
determined by taking the time derivative of the
path function s = s(t)
sv
uvv t
where
1.7 Curvilinear Motion :
Normal and Tangential Components
98
Acceleration
• Acceleration of the particle is the time rate of
change of velocity
tt uvuvva
1.7 Curvilinear Motion :
Normal and Tangential Components
99
• As the particle moves along the arc ds in time dt, ut
preserves its magnitude of unity
• When particle changes direction, it becomes ut’
ut’ = ut + dut
• dut stretches between the arrowhead of ut and ut’, which
lie on an infinitesimal arc of radius ut = 1
nnnt uv
us
uu
ddudu tt )1(
nt udud
100
2
or
va
vdvdsava
uauaa
n
tt
nntt
• Magnitude of acceleration is the positive value
of 22nt aaa
where
and
1.7 Curvilinear Motion :
Normal and Tangential Components
101
Consider two special cases of motion
• If the particle moves along a straight line, then ρ → ∞ and
an = 0. Thus , we can conclude that the
tangential component of acceleration represents the time
rate of change in the magnitude of velocity.
• If the particle moves along the curve with a
constant speed, then and
vaa t
0 vat /2vaa n
2vava
uauaa
nt
nntt
or
1.7 Curvilinear Motion :
Normal and Tangential Components
102
• Normal component of acceleration represents the time
rate of change in the direction of the velocity. Since an
always acts towards the center of curvature, this component
is sometimes referred to as the centripetal acceleration
• As a result, a particle moving along the curved path will
have accelerations directed as shown
1.7 Curvilinear Motion :
Normal and Tangential Components
103
Three Dimensional Motion (space motion)
• If the particle is moving along a space curve, at a
given instant, t axis is uniquely specified however,
an infinite number of straight lines can be
constructed normal to tangent axis.
1.7 Curvilinear Motion :
Normal and Tangential Components
104
• For planar motion,
- choose positive n axis directed from P towards
path’s center of curvature O’
-The above axis also referred as principle normal
to curve
- ut and un are always perpendicular to one
another and lies in the osculating plane
1.7 Curvilinear Motion :
Normal and Tangential Components
105
• For spatial motion,
a third unit vector ub, defines a binormal axis b
which is perpendicular to ut and un
Three unit vectors are related by vector cross
product
ub = ut x un
where un is always on the concave side
1.7 Curvilinear Motion :
Normal and Tangential Components
106
EXAMPLE 12.14
When the skier reaches the
point A along the parabolic
path, he has a speed of 6m/s
which is increasing at 2m/s2.
Determine the direction of his
velocity and the direction and
magnitude of this
acceleration at this instant.
Neglect the size of the skier
in the calculation.
107
Coordinate System. Establish the origin of the n, t
axes at the fixed point A on the path and
determine the components of v and a along these
axes.
Velocity. The velocity is directed tangent to the
path. 2
10
1, 1
20 x
dyy x
dx
v make an angle of θ = tan-1(1) = 45° with the x
axis smvA /6
EXAMPLE 12.14
108
Acceleration. Determined from nt uvuva
)/( 2
mdxyd
dxdy28.28
/
])/(1[22
2/32
The acceleration becomes
2
2
/}273.12{ smuu
uv
uva
nt
ntA
EXAMPLE 12.14
109
5.57327.1
2tan
/37.2237.12
1
222
sma
Thus, 57.5° – 45 ° = 12.5 °
a = 2.37 m/s2
EXAMPLE 12.14
110
Race car C travels round the horizontal circular
track that has a radius of 90 m. If the car
increases its speed at a constant rate of 2.1 m/s2,
starting from rest, determine the time needed for it
to reach an acceleration of 2.4 m/s2. What is its
speed at this instant?
EXAMPLE 12.15
111
Coordinate System. The origin of the n and t axes
is coincident with the car at the instant. The t axis
is in the direction of the motion, and the positive n
axis is directed toward the center of the circle.
Acceleration. The magnitude of acceleration can
be related to its components using 22nt aaa
t
tavv ct
1.2
)(0
EXAMPLE 12.15
112
222
/049.0 smtv
an
Thus,
The time needed for the acceleration to reach
2.4m/s2 is 22nt aaa
Solving for t = 4.87 s
Velocity. The speed at time t = 4.87 s is
smtv /2.101.2
EXAMPLE 12.15
113
The boxes travels alone
the industrial conveyor. If
a box starts from rest at A
and increases its speed
such that at = (0.2t) m/s2,
determine the magnitude
of its acceleration when it
arrives at point B.
EXAMPLE 12.16
114
Coordinate System. The position of the box at any
instant is defined by s, from the fixed point A. The
acceleration is to be determined at B, so the origin
of the n, t axes is at this point.
Acceleration. Since vA= 0 when t = 0
2
00
1.0
2.0
2.0
tv
dttdv
tva
tv
t
(1)
(2)
EXAMPLE 12.16
115
The time needed for the box to reach point B can
be determined by realizing that the position of B is
sB = 3 + 2π(2)/4 = 6.142 m, since sA = 0 when t = 0
st
dttds
tdt
dsv
B
tB
690.5
1.0
1.0
0
2142.6
0
2
EXAMPLE 12.16
116
Substituting into eqn (1) and (2),
smv
smva
B
BtB
/238.3)69.5(1.0
/138.1)690.5(2.0)(
2
2
At B, ρB = 2 m,
22
/242.5)( smv
aB
BnB
2
22
/36.5
)242.5()138.1(
sm
aB
EXAMPLE 12.16