tutorial 4 ordinary differential equationshkpho.phys.ust.hk/protected/tutorial2016/tutorial... ·...
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Tutorial 4
Ordinary Differential
Equations
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Travelling time along a path
What is the travelling time of an object sliding down
along a frictionless path?
By the conservation of energy, we have
Travelling time T,
� = �(�)
�
�
�
(�, )
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Example: if � � = � �
� = �(�)
�
�
�
(�, )
Check: along a vertical path (i.e. a=0), we have
which is what we have expected for a vertical constant acceleration!
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x
y
(0,0)
(a,b)
θ
θ
(x,y)
Question: Which path take the shortest time for travelling?
Calculus of variation
The traveling time is
different y(x) will give different travelling time T
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Moment of inertia
= � ����� ⟶ � �� �� =
� ����� (3�)
� ����� (2�)
� ����� (1�)
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Example: Moment of inertia of a rod rotating at CM
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Exercise: Moment of inertia of a cone rotating along symmetric axis
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2. Differential equation
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Many natural laws in physics and engineering are formulated by equations involving
derivatives or differentials of physical quantities – Differential equation (DE).
Example:
We are looking for the position of a body at an instant t x(t) which
satisfies the DE.
We can show the general solution is given by
where C1 and C2 are arbitrary (any) constants
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However, if we know the body is at the initial position x0 with initial velocity v0 at time
t=0, we can determine the constants uniquely.
We say that the solution is uniquely specified if two initial conditions (u0 and v0) are given.
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Goals:
1. write down the differential equation for a specific problem
2. solve the differential equation
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Order of a Differential Equation
Order of a DE is defined by the highest derivative contained in the equation. Thus an n-th
order DE contains an n-th derivative.
Example:
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Linear Differential Equation
If the function y and its derivatives (y’, y’’, y’’’,….) in a DE are all to the first power and if
no products likes yy’, y’y’’’,…. etc occur, then the DE is linear
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Linear DE with constant coefficients
where �� ≠ 0 and ��, �! and �" are arbitrary real constants, is called a second-order linear
differential equation with constant coefficients since all �# are constants
If $ � = 0, the DE is called a homogeneous DE, eg,
If $ � ≠ 0, the DE is called a inhomogeneous DE, eg,
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Example:
Consider the 1st order linear inhomogeneous DE
where C is an arbitrary constant.
This implies that the solution of the DE is NOT uniquely determined.
This solution is referred to as the general solution of the DE before the constants are
specified.
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Lemma
The general solution of a first-order DE contains exactly one undetermined constant. The
general solution of a second-order DE contains exactly two constants, which can be chosen
independently of each other.
Example: The linear inhomogeneous 2nd DE:
has the general solution:
contains two independent constants.
Of course, the constants can be uniquely determined if initial conditions are given.
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First order Differential equation
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Separation of variables
If the DE can be rewritten in the following form
The solution of such an equation is obtained by simple integration
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Example
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We first consider homogeneous linear first-order DE
There is a straightforward and systematic way to solve it – integration factor
is called the integrating factor
Integrating factor
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Example
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Exercise: Solve the homogeneous first-order linear DE
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Next, we consider inhomogeneous linear first-order DE
We know that is the solution of the homogeneous DE
Trick: We guess the solution of inhomogeneous DE is of the form,
for some function %(�).
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Guess:
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Example Solve
We know � � = &' is the solution of the homogeneous DE
Hence we guess the solution of the inhomogeneous DE is of the form
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Exercise: Solve the inhomogeneous first-order linear DE
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Second order Differential equation
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Homogeneous second-order DE
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Example
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Summary
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Exercise Consider the vertical motion of a particle in the presence of air resistance.
The air-resistance (drag force) is given by
By taking downward as positive, find the trajectory of the particle where it is at the
origin (i.e. � 0 = 0) with zero velocity (v 0 = 0) initially .
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Example: Free undamped oscillator
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Example: Damped oscillator
There are three cases to consider:
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1. Over-damping
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2. Critical damping
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3. Under-damping
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Non-homogeneous 2nd ODE
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Q: How to find the particular solution?
A: There are systematic ways to find it. But in many cases, we can
guess the particular solution.
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Example
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Example
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Example
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Exercise Solve the non-homogeneous DE
subject to the initial conditions
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Example: Forced oscillator
We consider the solution of the form:
General solution particular solution
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Substituting in the DE and comparing coefficients, we find
x0 =F 0
(k − m! 2 )2 + c2 ! 2
and tan ˛ 1 =! c
k − m! 2
The general solution is
x = xc + xp , xc = complementary function
i.e. x = xc +F 0
(k − m! 2 )2 + c2 ! 2cos(! t − ˛ 1 )
Trial solution:
oscillates with the same
frequency as the external force
Check!!
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If there is damping, the complementary function die out after some time and the motion is
given by
The amplitude is
and peaks at
which is the damped natural frequency of the
system.
x0 =F 0
(k − m! 2 )2 + c2 ! 2
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Escalator Breakdown (HKPO 2017)
H
L
0.5m
R
0.3m
R
P1
P2
P30
Drive chain
Drive gear
An escalator has a horizontal length L = 30 m and a height
H = 18 m. It transports passengers upward through its
length in 90 s. Each step on the escalator is 0.5 m deep and
0.3 m high. There are 60 steps on the escalator.
(a) Assume that there is one passenger with mass m = 70 kg
standing on alternating steps of the escalator (i.e. there are
30 passengers on the escalator at any time). What is the
minimum power of the drive gear to keep the escalator
moving in the steady speed?
The vertical velocity = vy = 18m/90s
Number of passengers = n = 30
The power required = the power to transport one passenger ×
(30) = )�*%+ = 4116 W
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H
L
0.5m
R
0.3m
R
P1
P2
P30
Drive chain
Drive gear
(B) Suppose the drive chain is suddenly broken and all the
braking devices malfunction. The escalator reverses direction,
and sends passengers careening downward with an acceleration.
Eventually, all passengers will hit on the ground.
Assume both wheels have mass / = 7,000 kg, radius 3 = 1 m,
and there is one passenger on alternating steps. Initially, the
passengers are standing as shown in the figure when the drive
chain is broken. What is the velocity %! of the passengers when
the first passenger (P1) hits on the ground?
(Hint: The rotational kinetic energy of a wheel is
!5 /3�6� where 6 is the angular velocity of the wheel.)
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The vertical velocity vy = 18m/90s
The horizontal velocity vx = 30m/90s
The velocity %" = %'� + %+� = 0.39 m s:!
Initially, the passengers are moving upward with an initial velocity %" =0.4 m s:! and the wheels rotate with an angular velocity 6" = %"/3 = 0.4 rad
s-1.
The initial energy is <" = 2 × !5 /3� >?
@� + 30 × !
� �%"� =692 J
When the first passenger hits on the ground, the total energy becomes
<! = 2 × 14 /3� %!
3� + 30 × 1
2 �%!� − 30�*(0.6) = <"
By the conservation of energy, we have %! = 1.693 m s:!.
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H
L
0.5m
R
0.3m
R
P1
P2
P30
Drive chain
Drive gear
(c) What is the velocity %� of the second passenger (P2) before
he/she hits the ground? Assume that the first passenger has left
the location.
The total energy after the first person hits on the ground
<� = 2 × 14 /3� %!
3� + 29 × 1
2 �%!� = 12941 BWhen the second person hits on the ground, the total
energy becomes
<C = 2 × 14 /3� %�
3� + 29 × 1
2 �%�� − 29�*(0.6)Hence, we have %� = 2.347 m s:!.
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H
L
0.5m
R
0.3m
R
P1
P2
P30
Drive chain
Drive gear
(d) What is the velocity of the last passenger (P30) before he/she hits the
ground? Assume that all passengers hitting the ground earlier have left the
location.
(Hint: A useful approximation is !
DE! + !DE� + ⋯ + !
DEG ≈ ln 1 + GDE!/� .)
In general, we have the recursive formula
%!� = %"� + 2())�*K/ + �()) = %"� + 2*K 1 − //�
//� + 30%�� = %!� + 2() − 1)�*K
/ + �() − 1) = %!� + 2*K 1 − //�//� + 29
⋯ ⋯ ⋯%C"� = %�L� + 2() − 29)�*K
/ + �() − 29) = %�L� + 2*K 1 − //�//� + 1
Adding the equations,
%C"� = %"� + 2*K 30 − /�
1/� + 30
+ ⋯ 1/� + 1
≈ %"� + 2*K 30 − 100 ln 1 + 30100.5
%C"� = %"� + 2*K(3.878)%C" = 6.76 m s:!
In contrast to the free fall, mg(18) = 0.5mv2 -> v = 18.78 m s-1, the velocity is lower.