harmonic oscillators 2&n dof systems: coupled oscillators · in shm the total energy (e) of a...
TRANSCRIPT
Fabio ROMANELLI
Dept. Earth Sciences Università degli studi di Trieste
SEISMOLOGY I
Laurea Magistralis in Physics of the Earth and of the Environment
Harmonic oscillators&
2&N DOF systems: Coupled oscillators
1
Seismology I - Oscillators...
What is a wave?
Small perturbations of a stable equilibrium point
Linear restoring force
Harmonic Oscillation
2
Seismology I - Oscillators...
Oscillatory Motion
The motion of an object can be predicted if the external forces acting upon it are known.
A special type of motion occurs when the force on the object is proportional to the displacement of the object from equilibrium.
If this force always acts towards the equilibrium position a back and forth motion will results about the equilibrium position.
This is known as periodic or oscillatory motion.
3
Seismology I - Oscillators...
Familiar examples of periodic motion1. Pendulum
2. Vibrations of a stringed instrument
3. Mass on a springOther examples include
1. Molecules in a solid
2. Air molecules in a sound wave
3. Alternating electric current4
Seismology I - Oscillators...
Simple Harmonic Motion
If an object oscillates between two positions for an indefinite length of time with no loss of mechanical energy the motion is said to be simple harmonic motion.
Fixed point X=0
Equilibrium
Spring compressed
Spring stretched
Example: Mass on a spring.
5
Seismology I - Oscillators...
X=0
Spring exerts a force on the mass to restore it to its original position.
F ∝ -x or F = -kx (Hooke’s Law)where k is a +ve constant, the spring constant
F +ve
x -ve
F -ve
x +ve
6
Seismology I - Oscillators...
A mass under a restoring force
From Newton’s 2nd Law
This is the condition for simple harmonic motion
7
Seismology I - Oscillators...
Some definitions:The time taken to make one complete oscillation is the period T.
The frequency of oscillation, f = 1/T in s-1 or Hertz
The distance from equilibrium to maximum displacement is the amplitude of oscillation, A.
An object moves with simple harmonic motion (SHM) when the acceleration of the object is proportional to its displacement and in the opposite direction.
8
Seismology I - Oscillators...
Consider the following:
The general equation for the curve traced out by the pen is x = A cos (ωt + δ)
where (ωt + δ) is the phase of the motion
and δ is the phase constant
x
time
A
-A
9
Seismology I - Oscillators...
We can show that the expression x = A cos (ωt + δ)
is a solution of by differentiating wrt time
Compare this to a = -(k/m)x
x = A cos (ωt + δ) is a solution if
10
Seismology I - Oscillators...
We can determine the amplitude of the oscillation (A) and the phase constant (δ) from the initial position xo and the initial velocity vo
The system repeats the oscillation every T seconds
therefore x(t) = x(t+T)
and
The function will repeat when ωT = 2π
11
Seismology I - Oscillators...
We can relate ω, f and the spring constant k using the following expressions.
ω is known as the angular frequency and has units of rad.s-1
12
Seismology I - Oscillators...
Time dependence of x, v and a of an object undergoing SHM
v v =-ωAsin(ωt)
t
a a =-ω2Acos(ωt)
t
x x =Acos(ωt)
T/2 T
t
13
Seismology I - Oscillators...
Energy in Simple Harmonic Motion
In SHM the total energy (E) of a system is constant but the kinetic energy (K) and the potential energy (U) vary wrt.Consider a mass a distance x from equilibrium and acted upon by a restoring force
Kinetic Energy
Potential Energy
Substitute ω2=k/m
14
Seismology I - Oscillators...
Graphical representation
Potential
Energy
Kinetic
Energy
15
Seismology I - Oscillators...
Total energy E = K + U
but
In SHM the total energy of the system is proportional to the square of the amplitude of the motion
Total Energy
16
Seismology I - Oscillators...
Graphical representation
At maximum displacement K=0 ∴ E = UAt equilibrium U=0 and v=vmax ∴ E = KAt all times E = K + U is constant
Average energy = ½E
17
Seismology I - Oscillators...
Lennard-Jones potential
Potential energy
Interatomic distance
18
Seismology I - Oscillators...
The Simple Pendulum
A simple pendulum consists of a string of length L and a bob of mass m.
When the mass is displaced and released from an initial angle φ with the vertical it will swing back and forth with a period T.
We are going to derive an expression for T.
19
Seismology I - Oscillators...
Forces on mass: mg (downwards) tension (upwards)
When mass is at an angle φ to the vertical these forces have to be resolved.
Tangentially:weight = mg sin φ (towards 0)tension = T cos 90 = 0
+ve
0
20
Seismology I - Oscillators...
we find s = Lφ
+ve
0
Using
From Newton’s 2nd Law (N2)
21
Seismology I - Oscillators...
+ve
0
or
For small φ sinφ ~ φ
ie SHM with
This has the solution
φ = φo cos (ωt + δ)
22
Seismology I - Oscillators...
Period of the motion
ie the longer the pendulum the greater the period
Note: T does not depend upon amplitude of oscillation
even if a clock pendulum changes amplitude it will still keep time
23
Seismology I - Oscillators...
Period of the motion
This is only true for φ < 10o
Generally
Tipler Fig 14-16
24
Seismology I - Oscillators...
Dark blue pendulum is the simple approximation,
light blue pendulum shows the numerical solution of the nonlinear differential equation of motion.
If the initial angular displacement is significantly large the small angle approximation is no longer validThe error between the simple harmonic solution and the actual solution becomes apparent almost immediately, and grows as time progresses.
25
Seismology I - Oscillators...
What is a wave?
Small perturbations of a stable equilibrium point
Repulsive Potential ∝ 1/rm
Attractive Coulombic Potential ∝ 1/r
Total Potential
Linear restoring force
Harmonic Oscillation
26
Seismology I - Oscillators...
What is a wave? - 2
Small perturbations of a stable equilibrium point
Linear restoring force
Harmonic Oscillation
Coupling of harmonic oscillators
AB
0 0
the disturbances can propagate
27
Seismology I - Oscillators...
Coupled systems
Simplest example: Two identical pendula A and B connected by a light unstretched spring.(a) Move A to one side, while holding B fixed, then release.
AB
0 0
AB
0 0
x
A will oscillate with gradually decreasing amplitude.
28
Seismology I - Oscillators...
(b) Move A and B to same side by equal amounts then release.
The distance between A and B is constant and equal to the relaxed length of the spring, and the spring exerts no force on either mass.
Each pendulum is essentially free and oscillating with its natural frequency
AB
0 0
xx
AB
0 0Lg
o =ω
29
Seismology I - Oscillators...
If xA and xB are the displacements of A and B resp.The equations of motion are
ie both masses vibrate at the same frequency and with the same amplitude.
AB
0 0
xx
AB
0 0
)tcos(cx oA ω=
)tcos(cx oB ω=
This is one NORMAL MODE of a coupled system
30
Seismology I - Oscillators...
Move A and B to opposite sides by equal amounts then release.
The spring is first stretched then a half cycle later it will be compressed.
The motions of A and B will be mirror images.
AB
0 0
xx
AB
0 0
This is the second NORMAL MODE of the system
31
Seismology I - Oscillators...
Equation of motion for coupled oscillators
Consider the situation where both masses are free to move and both are displaced a small distance x
AB
0 0x xThe spring is stretched by 2x
and exerts a restoring force of 2kx on the masses
Equation of motion for mass A 0kx2xmdtxdm AA
2o2
A2
=+ω+
0x)2(dtxd
A2c
2o2
A2
=ω+ω+ mk2
c =ωwhere
32
Seismology I - Oscillators...
')2( 2c
2o ω=ω+ωif
+=ω
mk2
lg'then
This has the solution xA = D cos ω’t
Motion of B is the mirror image of A xB = -D cos ω’t
Each pendulum oscillates with SHM.
The coupling spring has increased the restoring force and therefore increased the frequency of oscillation.
A and B are always 180o (π) out of phase.
33
Seismology I - Oscillators...
What is a wave? - 2
Small perturbations of a stable equilibrium point
Linear restoring force
Harmonic Oscillation
Coupling of harmonic oscillators
the disturbances can propagate, superpose and stand
Normal modes of the system
34
Seismology I - Oscillators...
N coupled oscillators
Consider a flexible elastic string to which is attached N identical particles, each mass m, equally spaced a distance L apart. The ends of the string are fixed a distance L from mass 1 and mass N. The initial tension in the string is T.
Consider small transverse displacements of the masses x
y
1 2 3 N-2 N-1 N
Lm
35
Seismology I - Oscillators...
Suppose particle 1 is displaced to y1, particle 2 to y2 etc
Length of string between particles 1 and 2
= cos α1 = L / L’ ie L’ = L /cos α1
L’ ~ L (1 + α12 /2) ie the increase in length = L (α1
2 / 2)
for small angles this increase is small and can be ignored
for small α cos α ~ (1 - α12 /2)
TT
1 2 3
α1
α2
1 2
y2
y1α1L
L’
36
Seismology I - Oscillators...
consider masses p-1, p and p+1 at some point along string
for small displacements y (compared to L)
Resultant Force on p = -T sin αp-1 + T sin αp
p-1 p p+1
αp-1
αp
37
Seismology I - Oscillators...
yp+1yp
yp-1αp-1
L
L (αp-12/2)
ypαpL
L (αp2/2)
Force on particle
€
Fp = −Typ − yp−1
L
+ T
yp+1 − yp
L
€
sinαp =yp+1 − yp
L (1 +αp2 /2)
~yp+1 − yp
Lfor small α
€
sinαp−1 =yp − yp−1
L (1 + αp−12 /2)
~yp − yp−1
Lfor small α
38
Seismology I - Oscillators...
ppp amFbut =
Substitute T/mL = ωo2
)yy()yy(dtyd
p1p2o1pp
2o2
p2
−ω+−ω−=∴ +−
€
Fp = −Typ − yp−1
L
+ T
yp+1 − yp
L
€
md2yp
dt2= −T
yp − yp−1
L
+ T
yp+1 − yp
L
39
Seismology I - Oscillators...
0)yy(y2dtyd
or 1p1p2op
2o2
p2
=−ω−ω+ −+
We can write a similar expression for all N particles
Therefore we have a set of N (coupled) differential equations one for each value of p from p=1 to p=N.
N.B. at fixed ends: y0 = 0 and yN+1 = 0
+
40
Seismology I - Oscillators...
Special case N=1
This is transverse harmonic motion with angular frequency
T T
L L
m
1Nfor0)yy(y2dtyd
022o1
2o2
12
==−ω−ω+
0)yy(y2dtyd
Generally 1p1p2op
2o2
p2
=−ω−ω+ −+
no particle =0
0y2dtyd
12o2
12
=ω+
mLT22 2
o =ω
41
Seismology I - Oscillators...
Special case N=2
0yy2dtyd
22o1
2o2
12
=ω−ω+
0yy2dtyd
12o2
2o2
22
=ω−ω+
These are similar to the equations for coupled pendula but here we have the simplification that ωo = ωcWe get two normal modes of oscillation
Lower mode ω = ωo Upper mode ω = √3ωo
42
Seismology I - Oscillators...
Monoatomic 1D lattice
!
!"#$%&#'()* +'#$"#)&,"#$%$&%'#()*+&,%-%.#(-/#.*'%012%3-//*'&%*(%/4&%51+*,&'/*#(6%74&%3-//*'&%-/#.)%-,&%8&,9
'3#)&%/#%&:*3*;,*<.6%=&/%<)%&5-.*(&%-%)*(>3&%*1/4 -/#.%-(+%?*(+%/4&%!" @#/&(/*-3%-)%-%?<('/*#(
#?%+*)@3-'&.&(/%?,#.%&:<*3*;,*<.A%#B!"C6
r
! "
D&%&5@-(+%/4*)%@#/&(/*-3%*(/#%-%7-93#,E)%)&,*&)F
! " ! "G G G
H IH I
G G G GH I
0 0B C B C 666
H J" " " "
" " "! ! !
$# $ # $ ## ! # ! ! ! ! ! ! !
$! $! $!
# $ # $ # $% & ' & ' & ' &( ) ( ) ( )
* + * + * +
74&%?*,)/%/&,.%#?%/4*)%&5@-()*#(%*)%K<)/%/4&%&:<*3*;,*<.%;*(+*(> &(&,>9%B, '#()/C6%74&%)&'#(+%/&,.%*)%/4&%)3#@&%#?%/4&%@#/&(/*-3%-/%*/)%.*(*.<.%BL%GC6%74&%?#<,/4%-(+%4*>4&,%/&,.)%;&'#.&%
*(',&-)*(>39%).-33&,6%D&%-,&%/4&,&?#,&%3&?/%$*/4%/4&%/4*,+%/&,.%-)%/4&%#(39%)*>(*?*'-(/%'4-(>&%
*(%/4&%@#/&(/*-3%&(&,>9%?#,%-%).-33%+*)@3-'&.&(/%%&'&!"(!)6%74*)%4-)%/4&%?#,.%
-# L%M*%H B* L%$H#N+!"H -/%,* L%,GC
,&@,&)&(/*(>%/4&%+,!-)."/&,00!)1"-,2").A%)*('&%*/%*)%/4&%)-.&%-)%/4&%&(&,>9%)/#,&+%*(%-%
)@,*(>A%#,%/4&%@#/&(/*-3%&(&,>9%#?%-%4-,.#(*'%#)'*33-/#,6%O<,%)*.@3&%.#+&3%#?%/4&%+9(-.*'%
',9)/-3%)/,<'/<,&%)4#<3+%/4&,&?#,&%;&%-%P;-33%-(+%)@,*(>Q .#+&3A%$*/4%/4&%3&(>/4)%#?%/4&%
)@,*(>)%&:<*8-3&(/%/#%/4&%&:<*3*;,*<.%)&@-,-/*#()%#?%/4&%*#(%'#,&)6
43
Seismology I - Oscillators...!
!"#$%"&'()*+),$%%'(-
"#$%&'%#()*+,#%$-#%'+*./#'$%.#0+12+3%'4'$#*%5+$-+,%$-#%31,$#($%16%-)0*1,+3%)..01(+*)$+1,
7!"#"$%&$' #""('8%9 )%1,#92+*#,'+1,)/%304'$)/%/)$$+3#:%5-+3-%+'%)%'#;&#,3#%16%*)''#'%*
31,,#3$#2%5+$-%'.0+,<'%16%6103#%31,'$),$%( ),2%'#.)0)$+1,%a.
=)''%)>-#%31//#3$+?#%*1$+1,%16%$-#'#%'.0+,<'%5+//%
3100#'.1,2%$1%'1/&$+1,'%16%)%5)?#%#;&)$+1,@
A1$#B%C4%31,'$0&3$+1,%5#%3),%'##%$-)$%D%$4.#'%
16%5)?#%*1$+1,%)0#%.1''+C/#:
E%$0),'?#0'#:%F%/1,<+$&2+,)/%710%31*.0#''+1,)/8
G15%21#'%$-#%'4'$#*%)..#)0%5+$-%)%/1,<+$&2+,)/%5)?#HB
>-#%6103#%#(#0$#2%1,%$-#%*9$- )$1*%+,%$-#
/)$$+3#%+'%<+?#,%C4
!, I%!,JF:, K !,9F:, I%(L7',JF K ',8%K 7', K ',9F8M@
N../4+,<%A#5$1,O'%'#31,2%/)5%$1%$-#%*1$+1,
16%$-#%*9$- )$1*%5#%1C$)+,
!!!" !#!"$%& !
!!!"!"# !!!"!"$!"!%# !!!"!
Fn+1
Fn-1
E
F FE7E 8*
* * * *
$ ') ! ( ' ' '$+
! "# # " " "
A1$#%$-)$%5#%,#</#3$#2%-#0#C4%$-#%+,$#0)3$+1,%16%$-#%*9$- )$1*%5+$-%)//%C&$%+$'%,#)0#'$%,#+<-C10'@%
N%'+*+/)0%#;&)$+1,%'-1&/2%C#%50+$$#,%610%#)3-%)$1*%+,%$-#%/)$$+3#:%0#'&/$+,<%+,%,"31&./#2%2+66#0#,$+)/%
#;&)$+1,':%5-+3-%'-1&/2%C#%'1/?#2%'+*&/$),#1&'/4%7,"9 $1$)/%,&*C#0%16%)$1*'%+,%$-#%/)$$+3#8@%P,%
)22+$+1,%$-#%C1&,2)04%31,2+$+1,'%)../+#2%$1%#,2%)$1*'%+,%$-#%/)$$+3#%'-1&/2%C#%$)Q#,%+,$1%)331&,$@
44