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MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
Question 2
Question 3
Question 4
1/13
MA 1506 Mathematics II
Tutorial 4The harmonic oscillator
Groups: B03 & B08February 15, 2012
Ngo Quoc AnhDepartment of Mathematics
National University of Singapore
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
Question 2
Question 3
Question 4
2/13
Question 1: Equilibrium points for ODEs
Equilibrium solutions of ODEs
A solution x of a given ODE x = f(x) is said to be anequilibrium solution if x is constant.
If xE is an equilibrium solution of x = f(x) thenxE = f(xE). Consequently, f(xE) = 0. In other words,finding equilibrium solution is to find solutions of f(x) = 0.
Since coshx = ex+e−x
2 > 0, the equation x = coshxadmits no equilibrium solution.
By solving cosx = 0, we conclude that equilibrium forthe equation x = cosx are π
2 + kπ where k ∈ Z.
Similarly, by solving tan(sinx) = 0, we conclude thatequilibrium for the equation x = tan(sinx) are kπwhere k ∈ Z.
Since the behavior of a solution x depends strongly on f , weneed to study f at points those are near equilibrium points.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
Question 2
Question 3
Question 4
3/13
Question 1: Equilibrium points for ODEs
To achieve that goal, we simply use Taylor series. Assumef ′(xE) 6= 0. Note that when x is close enough to xE, thereholds
f(x) ≈ f(xE) + f ′(xE)(x− xE).
Therefore, near the equilibrium point xE, there is nodifference between x = f(x) and its approximated ODE
x− f ′(xE)x = −f ′(xE)xE + f(xE).
Concerning the above approximated ODE, since xE is aparticular solution, we can easily see that
x = xh + xE︸︷︷︸constant
.
Since xE is constant, it contributes nothing to the stabilityof the equilibrium xE. It turns out that we need to study thestability of the so-called linearized equation
x = f ′(xE)x.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
Question 2
Question 3
Question 4
4/13
Question 1: Equilibrium points for ODEs
Up to constants, x = f ′(xE)x is equivalent to either x = x(xE is therefore unstable) or x = −x (xE is now stable).
The full stability of items (ii) and (iii) can be describedthrough the following phase portraits.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
Question 2
Question 3
Question 4
5/13
Question 1: Equilibrium points for ODEs
For item (i), the phase por-trait looks like the picture onthe right.
Keep in mind that the x-axisrepresents x while the y-axisrepresents x. Thus, equilib-rium points belong to the x-axis.
The meaning of this phaseportrait is the following: Each
point of the plane represents an initial value. Given such apoint, a solution x(t) to the ODE exists. Accordingly, thereis a curve representing (x(t), x(t)) when t varies.
To identify equilibrium points, we look for points on thex-axis those have arrows concentrating in a smallneighborhood. To draw the above picture, we can use Maple.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
Question 2
Question 3
Question 4
6/13
Question 2: RLC circuitBy the Kirchhoff voltage law, there holds
VR + VL + VC = V (t)
where VR, VL, and VC are the voltages across R,L, and C respectively and V (t) is the time varying
voltage from the source. Using the constitutive equations,
VR = Ri(t), VL = Ld
dti(t), VC =
Q
C, i(t) =
d
dtQ(t)
we have
Ri(t) + Ld
dti(t) +
Q
C= V (t).
Making use of i(t) = dQdt , it leads to a 2nd order differential
equation for Q given by
d2
dt2Q(t) +
R
L
d
dtQ(t) +
1
LCQ(t) =
v(t)
L.
In addition, it is given that i(0) = 0 and Q(0) = 0.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
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7/13
Question 2: RLC circuit
Since R = 5 Ω, L = 0.05H, C = 4× 10−4 F , andV (t) = 200 cos(100t)V , we arrive at
d2
dt2Q(t) + 100
d
dtQ(t) + 50000Q(t) = 4000 cos(100t).
The characteristic equation, λ2 + 100λ+ 5× 104 = 0, hastwo complex roots λ1,2 = −50± 50
√19i. Consequently, the
homogeneous equation has a general solution given by
Qh = (c1 cos(50√
19t) + c2 sin(50√
19t)e−50t.
Since the function on the right, r(t), is of the form”polynomial × cosine”, we can use the method ofundetermined coefficients. Precisely, we shall find
Qp = A cos(100t) +B sin(100t).
Substituting and equalizing, we get that
Qp =16
170cos(100t) +
4
170sin(100t).
MA 1506Mathematics II
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Question 2: RLC circuit
In particular, we have
Q(t) =(c1 cos(50√
19t) + c2 sin(50√
19t)e−50t
+16
170cos(100t) +
4
170sin(100t).
It leaves out to determine c1 and c2. Thanks to the giveninitial data, we get that
0 = c1 +16
170, c1 = − 16
170
0 =80
17+ 50√
19c2 +40
17, c2 = −12
√19
1615.
Hence, the formula for i(t), which is ddtQ(t), is given by
i(t) =(− 680
289cos(50
√19) +
27889√
19
5491sin(50
√19))e−50t
+16
170cos(100t) +
4
170sin(100t).
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
Question 2
Question 3
Question 4
9/13
Question 3: Maximum of the amplitude response function
When solving the following ODE
mx+ bx+ kx = F0 cos(αt)
one eventually gets
x(t) = xh(t)︸ ︷︷ ︸TRANSIENT0
+1
m
F0√(ω2 − α2)2 + b2
m2α2︸ ︷︷ ︸A(α)
cos(αt− γ)
as a general solution where
ω =
√k
m, tan γ =
bα
k −mα2.
It is well-known that the behavior of A(α) depends on thefrequency α and the friction constant b. To find itsmaximum value, we simply differentiate A w.r.t α to find itscritical points.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
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10/13
Question 3: Maximum of the amplitude response function
It’s not hard to find that A′(α) is nothing but
− F0
2m
((ω2 − α2)
2+
b2
m2α2
)− 32 [
2(ω2 − α2)(−2α) + 2αb2
m2︸ ︷︷ ︸4α
(b2
2m2−ω2+α2)
].
Consequently, A′(α) = 0 is equivalent to
α2 = ω2 − b2
2m2.
There are two cases
If b <√
2mω, then A′ = 0 hasa unique solution. Hence, A hasa maximum value given by
Aresonance =2mF0
b√
4m2ω2 − b2.
If b >√
2mω, then A′ < 0.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
Question 1
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Question 4
11/13
Question 4Gravity F=Mg
M(mass of the tanker)
Buoyancy F=ρAdg
ρ(density of seawater)
ρobjectTanker
d
(horizontal cross-section area)A
Gravity F=Mg
M(mass of the tanker)
Buoyancy F=ρA(d+x)g
ρ(density of seawater)
object
(horizontal cross-section area)
Tanker
A
dx(t)
At rest, since gravity = buoyancy, we find that ρAdg = Mg.Therefore, the draught of the ship is
d =M
ρA.
Taking the downwards direction to be positive, while gravityremains unchanged, the new buoyancy is now −ρA(d+ x)g.
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
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Question 4
The net force is now Mg − ρA(d+x)g. In view of the Newton secondlaw, we get that
Mx = Mg − ρA(d+ x)g.
Thanks to the formula for d, we sim-ply have
x = −ρAgM
x.
Gravity F=Mg
M(mass of the tanker)
Buoyancy F=ρA(d+x)g
ρ(density of seawater)
object
(horizontal cross-section area)
Tanker
A
dx(t)
Wave F=cos(αt)0
Friction F=-bx
H-x(t)
Suppose we now have wave and friction forces. The newequation reads as following
Mx = Mg − ρA(d+ x)g − bx+ F0 cos(αt),
which is, by ρAdg = Mg,
Mx+ bx+ ρAxg = F0 cos(αt).
MA 1506Mathematics II
Tutorials
Ngo Quoc Anh
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Question 4
It is well-known that
x(t) = xh(t)︸ ︷︷ ︸TRANSIENT0
+F0
M
cos(αt− γ)√(ω2 − α2)2 + b2
M2α2, ω =
√ρAg
M.
Since the ship eventually bobs at the same frequency as thewaves, that is α, resonance could occurs. In particular, thereis a danger if
max of the amplitude of x(t) > H.
Using Q3, there are two cases
If b >√
2Mω =√
2ρAMg, there is no resonance. Inother words, the amplitude of x(t) always decreases in t.
If b <√
2ρAMg, the amplitude of x(t) achieves itsmaximum
2MF0
b√
4M2ω2 − b2=
2MF0
b√
4ρAMg − b2
which needs to be less than H.