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ELASTICITY AND
HARMONIC MOTION
Standard Competency
Analyzes the nature phenomenon and its regularity within the
scope of particle’s Mechanics



Base Competency
Analyzes the effect of force on the elasticity properties of a
material



Learning Objectives
1   Describes the characteristic of force on elastic material
    base on experiment performed
2   Identifies the elastic moduli and spring force constant
3   Compares the force constant base on observatiob’s data
4   Analyses the series and parallel spring configuration
5   Calculates spring’s elongation
6   Determines the value of spring’s force constant



References
[1] John D Cutnell dan Kenneth W. Johnson (2002). Physics 5th Ed
   with Compliments. John Wiley and Sons, Inc. hal. 273-294
[2] Sunardi dan Etsa Indra Irawan (2007). Fisika Bilingual SMA/MA
   untuk SMA/MA Kelas XI. CV Yrama Widya hal. 255-298
ELASTICITY

Elasticity is the property or ability of an object or material to
restored to its original shape after apllied distortion vanished.

Elasticity ≠ Plastics

A spring is an example of an elastic object - when stretched, it
exerts a restoring force which tends to bring it back to its original
length. This restoring force is generally proportional to the
amount of stretch, as described by Hooke's Law. For wires or
columns, the elasticity is generally described in terms of the
amount of deformation (strain) resulting from a given stress
(Young's modulus). Bulk elastic properties of materials describe
the response of the materials to changes in pressure.
Elastic Moduli

                            When a force is exerted on the
                            suspended metal, the length of the
                            object changes. As long as the
                            amount of elongation, ΔL, is small
                            compared to its length, the elongation
                            is directly proportional to the force.
                            This was first noted by Robert Hooke.




Hooke’s Law of Elasticiy
“Within object’s elasaticity limit, the applied force F is
proportional to the object elongation ΔL ”
     F = −k ΔL
(−) minus sign shows that the restoring force F is oppose to
object’s direction



STRESS (TENSION)
Stress or tension is defined as force per unit cross section area.
It has unit (SI) N/m2.

            F
      σ =
            A

STRAIN (SCRETCH)
Stress or tension is defined as ratio between elongation and
initial length. It is unitless.

            Δl
      e=
            lo
YOUNG’s MODULUS
Young’s modulus or elastic modulus is ration between stress and
strain. It has unit (SI) N/m2.

              σ                 1 F
     E =          →     ΔL =        L
              e                 E A

E is the elastic modulus or Young's modulus and is only
dependent on the material.



Physics Charts – Elastic, Shear and Bulk Moduli

   Material       Elastic Modulus   Shear Modulus   Bulk Modulus
                     E ( N/m2 )       G ( N/m2 )      B ( N/m2 )
Solids
 Steel             200 x 10 9        80 x 10 9       140 x 10 9
 Brass             100 x 10 9        35 x 10 9       80 x 10 9
 Aluminum          70 x 10 9         25 x 10 9       70 x 10 9
 Concrete          20 x 10 9
 Brick             14 x 10 9
 Bone (limb)       15 x 10 9         80 x 10 9
Liquids
 Water                                               2.0 x 10 9
 Alcohol                                             1.0 x 10 9
(ethyl)
 Mercury                                             2.5 x 10 9
Gases
 Air, He, H2,                                        1.01 x 10 5
CO2
How force is affecting a material in term of its elongation
described in graph below.



                                        In the Plastic Region, the
                                       material does not change
                                       in a linear fashion.

                                       If stretched to the Elastic
                                       Limit or beyond, it does
                                       not return to its original
                                       length.

                                       If stretched to the
                                       Breaking Point, the
                                       material will break into two
                                       pieces.



Terms related to applied force on a material are tension,
compression and shear
Example
A metal (steel) rod whose has cross section area of 4 mm2 and
length of 40 cm is hang and pulled down by force of 100 N. If
the elastic modulus of metal is 2 x 1011 N/m2, calculate
(a) stress
(b) strain
(c) elongation length


Known
   A = 4 mm2 = 4 x 106 m2
   lo = 40 cm = 0.4 m
   F = 100 N
   E = 2 x 104 N/m2

Asked
  (a) stress, σ
  (b) strain, e
  (c) elongation length, Δl


Answer
            F   100
  (a) σ =     =      −6
                        = 2.5 x 10− 6 N/m2
            A 4 x 10

            σ 2.5 x 107
  (b) E =   =        11
                        = 1.25 x 10− 4
          e    2 x 10

  (c) Δl = e x lo
         = (1.25 x 10−4) (4 x 104)
         = 5 x 105 m
EXERCISES

[1] A 15 cm long animal tendon was found to stretch 3.7 mm by
    a force of 13.4 N. The tendon was approximately round with
    an average diameter of 8.5 mm. Calculate the elastic
    modulus of this tendon.

[2] How much pressure is needed to compress the volume of an
    iron block by 0.10 percent? Express answer in N/m2, and
    compare it to atmospheric pressure (1.0 x 105 N/m2).

[3] A depths of 2.00 x 10 3 m in the sea, the pressure is about
    200 times atmospheric pressure. By what percentage does
    an iron bathysphere's volume change at this depth?

[4] A nylon tennis string on a racquet is under a tension of 250.
    N. If its diameter is 1.00 mm, by how much is it lengthened
    from its untensioned length of 30.0 cm

[5] A vertical steel girder with a cross-sectional area of 0.15 m2
    has a 1550 kg sign hanging from its end. (a) What is the
    stress within the girder? (b) What is the strain on the
    girder? (c) If the girder is 9.50 m long, how much is it
    lengthened? (Ignore the mass of the girder itself.)

[6] A scallop forces open its shell with an elastic material called
    abductin, whose elastic modulus is 2.0 x 10 6 N/m2. If this
    piece of abductin is 3.0 mm thick, and has a cross-sectional
    area of 0.50 cm2, how much potential energy does it store
    when compressed 1.0 mm?
Answers

[1]
             1 F
      ΔL =       Lo
             E A

      Convert Units and solve for E. F should be in N and area A
      in m2. L and ΔL have same unit.

      Lo = 15 cm ΔL = 0.37 cm  r = 0.00425 m
      A = r = ( 0.00425 m ) = 5.7 x 10 -5 m2
           2                2



             1 F         1       13.4 N
      ΔL =       Lo =                      15 cm = 9.5 . 106 N/m2
             E A      0.37 cm 5.7 . 10 m
                                      −5 2




       ΔV    1
[2]       = − ΔP        solve for ΔP
       Vo    B

                ΔV                   − 0.10
      ΔP = −B      = − 90 . 109 N/m2        = 9.0 . 107 N/m2
                Vo                    100

      9.0 . 107 N/m2
                     = 900
      1.0 . 105 N/m2

      It is 900 times greater than atmospheric pressure



      ΔV    1              1
[3]      = − ΔP = −              2.0 . 107 N/m2 = − 2.2 . 10 − 4
      Vo    B              9
                    90 . 10 N/m2




      Percentage = - 2.2 x 10 -4 x 100 = - 2.2 x 10 -2
[4]     A = πr2 = 3.14 (0.0005 m)2 = 7.9 x 10 -7 m2

               1 F            1      250 N
       ΔL =        Lo =                          30.0 cm = 1.9 cm
               E A      5 . 10 Nm 7.9 . 10- 7 m2
                              9  -2




[5] F = mg = 1550 kg x 9.80 m s -2 = 15200 N

                       F   15200
       stress =          =       = 1.0 . 105 N/m2
                       A    0.15
               ΔL 1                   1
  strain =        =   stress =               1.0 . 105 N/m2 = 5.0 . 10 − 7
               Lo   E                  9
                               200 . 10 N/m2




  ΔL = Strain x Lo = 5.0 x 10 -7 x 9.50 m = 4.8 x 10 -6 m



               1 F                                        F
[6]     ΔL =       Lo          and   F = kΔL ⇒     ΔL =
               E A                                        k

        PE =   1
                   2   k ΔL2       set ΔL = ΔL

      1 F      F
          Lo =                 solved for k ; 1 m = 100 cm, 1 m2 = 1000 cm2
      E A      k

              E A 2.0 . 10 6 N/m2 x 5.0 . 10-5 m2
        k =       =                               = 3.3 . 10 4 N/m
               Lo                     -3
                              3.0 . 10 m

        PE = ½ k ΔL2 = ½ (3.3 . 104 N/m)(1.0 . 10−3 m)2 = 0.017 J
ELASTICITY AND
HARMONIC MOTION
Standard Competency
Analyzes the nature phenomenon and its regularity within the
scope of particle’s Mechanics



Base Competency
Analyzes the relation between force and harmonic motion


Learning Objectives
1   Describes the characteristic of motion on vibrate spring
2   Explains the relation between the period of harmonic
    motion and mass weighted base on observation’s data
3   Analyzes the displacement, velocity and acceleration
    planetary motion within a universe base on Keppler’s Law
4   Analyses the potentian and mximum kinetic energy on
    harmonic motion



References
[1] John D Cutnell dan Kenneth W. Johnson (2002). Physics 5th Ed
   with Compliments. John Wiley and Sons, Inc. hal. 273-294
[2] Sunardi dan Etsa Indra Irawan (2007). Fisika Bilingual SMA/MA
   untuk SMA/MA Kelas XI. CV Yrama Widya hal. 255-298
VIBRATION – SIMPLE HARMONIC MOTION (SHM)

Each day we encounter many kinds of oscillatory motion, such as
swinging pendulum of a clock, a person bouncing on a
trampoline, a vibrating guitar string, and a mass on a spring.

They have common properties:

1. The particle oscillates back and forth about a equilibrium
   position. The time necessary for one complete cycle (a
   complete repetition of the motion) is called the period, T.

2. No matter what the direction of the displacement, the force
   always acts in a direction to restore the system to its
   equilibrium position. Such a force is called a “restoring force”


In nearly all cases, at least for small displacement, there is an
“effective” restoring force that pulls back towards the
equilibrium position, proportional to the displacement.

Look at a mass on a spring as example




     x = displacement
     F = force due to spring

     F = −k x
The restoring force is opposite to the displacement.
Give m a positive displacement where x = A. then release it. F
will pull the mass back towards x = 0.

The mass’s inertia will even change it back to x = −A.

                                Now the restoring force will be to
                                the right, where x is negative.
                                F pushes m back through x =
                                0, then the whole sequence
                                keeps repeating. This is refer as
                                vibration of simple harmonic
                                motion (SHM).




                                  3. The number of cycles per
                                  unit time is called the
                                  “frequency” f.
                                              1
                                        f =
                                              T
                                  Unit: period (s)
                                        frequency (Hz, SI unit),
                                        1 Hz = 1 cycle/s


                                  4. The magnitude of the
                                  maximum displacement from
                                  equilibrium is called the
                                  amplitude, A, of the motion.
Simple harmonic motion (SHM):
An oscillating system which can be described in terms of sine
and cosine functions is called a “simple harmonic oscillator” and
its motion is called “simple harmonic motion”.



Equation of motion of the simple harmonic oscillator

Figure in the right shows
a simple harmonic
oscillator, consisting of a
spring of force constant K
acting on a body of mass
m that slides on a
frictionless horizontal
surface. The body moves
in x direction.




                        where k is the spring constant and x is the
                        displacement of the spring from its
                        unstrained length. The minus sign
                        indicates that the restoring force always
                        points in a direction opposite to the
                        displacement of the spring.
The SHM’s equations are as follows:

                           d2x      It is the “equation of motion of the
∑ Fx = −kx          ax =
                           dt 2     simple harmonic oscillator”. It is the
                                    basis of many complex oscillator
                  d2x               problems.
       − kx = m
                  dt 2

       d2x k
            +   x =0
       dt 2   m

The tentative solution of SHM’s equation is

      x = x m cos(ωt + φ )

If it is differentiate twice with respect to the time

     d2x
          = −ω 2 x m cos(ωt + φ )
     dt 2

Putting back into the original equation, obtained

                                k
   − ω 2 x m cos(ωt + φ ) = −     x m cos(ωt + φ )
                                m


Therefore, if we choose the constant             ω such that
            k
     ω2 =
            m
This is in fact a solution of the SHM’s equation.
The quantity ω is called the angular frequency, where

    ω = 2π f

            2π
and T =
            ω
The quantity ωt + φ is called phase of the motion.
φ is called phase constant
xm, the maximum value of displacement, and φ are determined
by the initial position and velocity of the particles.

ω is determined by the system.



Oscillating Mass

Consider a mass m attached to
the end of a spring as shown. If
the mass is pulled down and
released, it will undergo simple
harmonic motion.

The period depends on the
spring constant, k and the mass
m, as given below,


          m
 T = 2π     .
          k
                2
Therefore, m = T k
               4π 2



Mass of an Astronaut

Astronauts who spend long periods of time in orbit periodically
measure their body masses as part of their health-maintenance
programs. On earth, it is simple to measure body mass, with a
scale.

However, this procedure does not work in orbit, because both the
scale and the astronaut are in free-fall and cannot press against
each other.
This device
                                                  consists of a
                                                  spring-mounted
                                                  chair in which
                                                  the astronaut
                                                  sits. The chair is
                                                  then started
                                                  oscillating in
                                                  simple harmonic
                                                  motion. The
                                                  period of the
                                                  motion is
                                                  measured
                                                  electronically
and is automatically converted into a value of the astronaut’s
mass, after the mass of the chair is taken into account.




How to understand φ ?
x = xm cos(ωt + ϕ )


        x

                             x −t
   xm                                                     ϕ =0


                                                      t         π
    o                                                     ϕ =
                                        T                       2



− xm                                                      ϕ =π
How to compare the phases of two SHOs with same                 ω?
                          x
         Δϕ = 0


                                                      t
                      o




                          x
        Δϕ = ± π



                                                            t
                      o




    x
                                  x1 = xm1 cos(ωt + ϕ1 )

                                  x2 = x m2 cos(ωt + ϕ2 )
                              t
o
                                              Δϕ = (ωt + ϕ2 ) − (ωt + ϕ1 )

                                             Δϕ = ϕ2 − ϕ1
Displacement, Velocity, and Acceleration

Displacement, velocity and acceleration are the physical simple
harmonic motion descriptions similar to those in Kinematics. In
terms of mathematics, they are as follows:

Displacement        x = x m cos(ωt + φ )



                 dx
Velocity v x =      = −ωx m sin(ωt + φ )
                 dt
                                      π
                    = ωx m cos(ωt +       + φ)
                                      2


                     d2x
Acceleration ax =         = −ω 2 xm cos(ωt + φ )
                     dt 2
                         = ω 2 x m cos(ωt + π + φ )

When the displacement is a maximum in either direction, the
speed is zero, because the velocity must now change its
direction.
x
                                       x − t graph
                             xm

    x = x m cos(ωt + ϕ )
                                                         t
                              o
          2π                                         T
    T =        ϕ =0
          ω
                            − xm

                                   v
                                       v−t   graph
                            xmω

v = − x mω sin(ωt + ϕ )
                                                     T   t
          ⎛         π⎞        o
= x mω cos⎜ ωt + ϕ + ⎟
          ⎝         2⎠

                       − xmω


                                   a   a − t graph
                          xmω 2


 a = − xmω 2 cos(ωt + ϕ )                                t
                              o                      T
= x mω 2 cos(ωt + ϕ + π )


                      − xmω 2
SHM Parameters

    A      amplitude                           Maximum displacement right or left
    T      periode                             Time to do one oscillation, returning to start
    f      frequency                           Number of oscillations per second
                               1
                               T
   PE      potential                           Energy instantaneously stored in spring
           energy
                       1
                           2   kx 2
   KE      kinetic                             Kinetic energy of motion of mass
           energy
                       1
                           2   mv 2
    E      KE + PE   Total mechanical energy in oscillations
   vmax    Maximum speed of the mass, as it passes x = 0.




ENERGY IN SIMPLE HARMONIC MOTION

The total energy can either be written using maximum x = A or
the maximum speed vmax:

                      2
     E =   1
               2   mv max =           1
                                          2   kA2 =   1
                                                          2   mv 2 +   1
                                                                           2   kx 2

                                                                                 when x = A,
                                                                                 v = 0, , all the
                               when v = vmax,
                                                                                 energy is PE
                               x = 0, all the
                               energy is KE


So we get a relation between vmax and A:

                   2
     ⎛ v max ⎞   k
     ⎜       ⎟ =                                a relation that shows how (k/m) influence
     ⎝ A ⎠       m
                                               simple harmonic motion
Also get the velocity (or speed) as function of x:

                               ⎛ A2 − x 2 ⎞         ⎛   x2 ⎞
     v2 =
            k
                (       )
              A2 − x 2 = v max ⎜
                           2
                               ⎜ A2       ⎟ = v max ⎜1 − 2 ⎟
                                          ⎟
                                                2
                                                    ⎜
            m                  ⎝          ⎠         ⎝   A ⎟⎠




         φ =0
            1


        0.8


        0.6


        0.4


        0.2
                                      T/2                    T
                    1       2          3    4      5     6




                                       1       1
The Potential Energy             U =
                                                    2
                                         kx 2 = kx m cos2 (ωt + φ )
                                       2       2



The Kinetic Energy                 1       1          2
                                K =  mv 2 = mω 2 x m sin2 (ωt + φ )
                                   2       2
                                   1     2
                                  = kx m sin2 (ωt + φ )
                                   2


         v = − xmω sin(ωt + ϕ )

Both Potential and Kinetic energies oscillate with time t and vary
between zero and maximum value of 12 k x m .2




Both Potential and Kinetic energies vary with twice the frequency
of the displacement and velocity
SHM Comparison to Circular Motion


                                v                   Look at x-component
                y                                   of velocity in circular
                                     θ              motion, radius A.




           x
                                                    We can show that it
                                                    is analogous to the
                                         A2 − x 2   velocity in SHM!
                            θ
                            x             x         vx = − vmax sin θ
                                                       = − vmax sin ωt




                      A2 − x 2     x2
But,       sin θ =             = 1− 2
                        A          A

                                x2
Then,      v x = − v max 1 −
                                A2

                     2π A
So,        v max =
                      T

It shows that the projection of circular motion onto the x-axis is
the same as SHM along the x-axis.
SIMPLE PENDULUM


                              Figure at left shows a simple
                              pendulum of length L and particle
                              mass m

                              The restoring force is:
       θ
               T                  Fτ = −mg sin θ
   L
                              If the θ is small, sin θ ≈ θ
                       m                                    k      x
                   θ
                               Fτ ≈ −mgθ = −mg                       = m&&
                                                                        x
           x                                                       L
               mg
                                        m       m          L
                               T = 2π     = 2π        = 2π
                                        k      mg / L      g


Spring Configurations

                       In some circumstances, springs could be
                       configure as:
                                              m
                       - single spring T = 2π
                                              k
                       - series springs
                           1      1   1
                                =   +     ; T2 = 12 T1 (if k2 = 2k1 )
                          k ser   k1 k2

                       - parallel springs
                         k par = k1 + k2 ;   T2 =   1
                                                        2   T1 (if k2 = 2k1 )
Exercises

[1] A spring is hanging vertically, its initial length is 20 cm. It is
    weighted by 100 grams mass so its length become 25 cm.
    Calculate the potential energy of spring when it scretchs 10
    cm long.

[2] An object is hanging onto vertical spring then being pulled
    down 10 cm long and released. If the period is 0.2 s,
    determine
    (a) spring displacement after vibrates in 2 seconds
    (b) the velocity of vibration after 2 s
    (c) the acceleration of vibration after 2 s.

[3] In an experiment of simple pendulum, used a 1 m rope.
    Time needed for 10 vibrations is 20 s. Determine the
    gravitational acceleration of the experiment

[4]             Base on vibration system on left picture, if k =
                100 N and mass weight is 250 grams, determine
                (a) period of vibration
                (b) frequency of vibration




[5] A particle experiences a simple harmonic motion with
    amplitude of 10 cm and periode of 4 s. After vibrates ¾T
    determine
    (a) displacement of vibration
    (b) velocity of vibration
    (c) acceleration of vibration

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FORCE AND HARMONIC MOTION

  • 1. ELASTICITY AND HARMONIC MOTION Standard Competency Analyzes the nature phenomenon and its regularity within the scope of particle’s Mechanics Base Competency Analyzes the effect of force on the elasticity properties of a material Learning Objectives 1 Describes the characteristic of force on elastic material base on experiment performed 2 Identifies the elastic moduli and spring force constant 3 Compares the force constant base on observatiob’s data 4 Analyses the series and parallel spring configuration 5 Calculates spring’s elongation 6 Determines the value of spring’s force constant References [1] John D Cutnell dan Kenneth W. Johnson (2002). Physics 5th Ed with Compliments. John Wiley and Sons, Inc. hal. 273-294 [2] Sunardi dan Etsa Indra Irawan (2007). Fisika Bilingual SMA/MA untuk SMA/MA Kelas XI. CV Yrama Widya hal. 255-298
  • 2. ELASTICITY Elasticity is the property or ability of an object or material to restored to its original shape after apllied distortion vanished. Elasticity ≠ Plastics A spring is an example of an elastic object - when stretched, it exerts a restoring force which tends to bring it back to its original length. This restoring force is generally proportional to the amount of stretch, as described by Hooke's Law. For wires or columns, the elasticity is generally described in terms of the amount of deformation (strain) resulting from a given stress (Young's modulus). Bulk elastic properties of materials describe the response of the materials to changes in pressure.
  • 3. Elastic Moduli When a force is exerted on the suspended metal, the length of the object changes. As long as the amount of elongation, ΔL, is small compared to its length, the elongation is directly proportional to the force. This was first noted by Robert Hooke. Hooke’s Law of Elasticiy “Within object’s elasaticity limit, the applied force F is proportional to the object elongation ΔL ” F = −k ΔL (−) minus sign shows that the restoring force F is oppose to object’s direction STRESS (TENSION) Stress or tension is defined as force per unit cross section area. It has unit (SI) N/m2. F σ = A STRAIN (SCRETCH) Stress or tension is defined as ratio between elongation and initial length. It is unitless. Δl e= lo
  • 4. YOUNG’s MODULUS Young’s modulus or elastic modulus is ration between stress and strain. It has unit (SI) N/m2. σ 1 F E = → ΔL = L e E A E is the elastic modulus or Young's modulus and is only dependent on the material. Physics Charts – Elastic, Shear and Bulk Moduli Material Elastic Modulus Shear Modulus Bulk Modulus E ( N/m2 ) G ( N/m2 ) B ( N/m2 ) Solids Steel 200 x 10 9 80 x 10 9 140 x 10 9 Brass 100 x 10 9 35 x 10 9 80 x 10 9 Aluminum 70 x 10 9 25 x 10 9 70 x 10 9 Concrete 20 x 10 9 Brick 14 x 10 9 Bone (limb) 15 x 10 9 80 x 10 9 Liquids Water 2.0 x 10 9 Alcohol 1.0 x 10 9 (ethyl) Mercury 2.5 x 10 9 Gases Air, He, H2, 1.01 x 10 5 CO2
  • 5. How force is affecting a material in term of its elongation described in graph below. In the Plastic Region, the material does not change in a linear fashion. If stretched to the Elastic Limit or beyond, it does not return to its original length. If stretched to the Breaking Point, the material will break into two pieces. Terms related to applied force on a material are tension, compression and shear
  • 6. Example A metal (steel) rod whose has cross section area of 4 mm2 and length of 40 cm is hang and pulled down by force of 100 N. If the elastic modulus of metal is 2 x 1011 N/m2, calculate (a) stress (b) strain (c) elongation length Known A = 4 mm2 = 4 x 106 m2 lo = 40 cm = 0.4 m F = 100 N E = 2 x 104 N/m2 Asked (a) stress, σ (b) strain, e (c) elongation length, Δl Answer F 100 (a) σ = = −6 = 2.5 x 10− 6 N/m2 A 4 x 10 σ 2.5 x 107 (b) E = = 11 = 1.25 x 10− 4 e 2 x 10 (c) Δl = e x lo = (1.25 x 10−4) (4 x 104) = 5 x 105 m
  • 7. EXERCISES [1] A 15 cm long animal tendon was found to stretch 3.7 mm by a force of 13.4 N. The tendon was approximately round with an average diameter of 8.5 mm. Calculate the elastic modulus of this tendon. [2] How much pressure is needed to compress the volume of an iron block by 0.10 percent? Express answer in N/m2, and compare it to atmospheric pressure (1.0 x 105 N/m2). [3] A depths of 2.00 x 10 3 m in the sea, the pressure is about 200 times atmospheric pressure. By what percentage does an iron bathysphere's volume change at this depth? [4] A nylon tennis string on a racquet is under a tension of 250. N. If its diameter is 1.00 mm, by how much is it lengthened from its untensioned length of 30.0 cm [5] A vertical steel girder with a cross-sectional area of 0.15 m2 has a 1550 kg sign hanging from its end. (a) What is the stress within the girder? (b) What is the strain on the girder? (c) If the girder is 9.50 m long, how much is it lengthened? (Ignore the mass of the girder itself.) [6] A scallop forces open its shell with an elastic material called abductin, whose elastic modulus is 2.0 x 10 6 N/m2. If this piece of abductin is 3.0 mm thick, and has a cross-sectional area of 0.50 cm2, how much potential energy does it store when compressed 1.0 mm?
  • 8. Answers [1] 1 F ΔL = Lo E A Convert Units and solve for E. F should be in N and area A in m2. L and ΔL have same unit. Lo = 15 cm ΔL = 0.37 cm r = 0.00425 m A = r = ( 0.00425 m ) = 5.7 x 10 -5 m2 2 2 1 F 1 13.4 N ΔL = Lo = 15 cm = 9.5 . 106 N/m2 E A 0.37 cm 5.7 . 10 m −5 2 ΔV 1 [2] = − ΔP solve for ΔP Vo B ΔV − 0.10 ΔP = −B = − 90 . 109 N/m2 = 9.0 . 107 N/m2 Vo 100 9.0 . 107 N/m2 = 900 1.0 . 105 N/m2 It is 900 times greater than atmospheric pressure ΔV 1 1 [3] = − ΔP = − 2.0 . 107 N/m2 = − 2.2 . 10 − 4 Vo B 9 90 . 10 N/m2 Percentage = - 2.2 x 10 -4 x 100 = - 2.2 x 10 -2
  • 9. [4] A = πr2 = 3.14 (0.0005 m)2 = 7.9 x 10 -7 m2 1 F 1 250 N ΔL = Lo = 30.0 cm = 1.9 cm E A 5 . 10 Nm 7.9 . 10- 7 m2 9 -2 [5] F = mg = 1550 kg x 9.80 m s -2 = 15200 N F 15200 stress = = = 1.0 . 105 N/m2 A 0.15 ΔL 1 1 strain = = stress = 1.0 . 105 N/m2 = 5.0 . 10 − 7 Lo E 9 200 . 10 N/m2 ΔL = Strain x Lo = 5.0 x 10 -7 x 9.50 m = 4.8 x 10 -6 m 1 F F [6] ΔL = Lo and F = kΔL ⇒ ΔL = E A k PE = 1 2 k ΔL2 set ΔL = ΔL 1 F F Lo = solved for k ; 1 m = 100 cm, 1 m2 = 1000 cm2 E A k E A 2.0 . 10 6 N/m2 x 5.0 . 10-5 m2 k = = = 3.3 . 10 4 N/m Lo -3 3.0 . 10 m PE = ½ k ΔL2 = ½ (3.3 . 104 N/m)(1.0 . 10−3 m)2 = 0.017 J
  • 10. ELASTICITY AND HARMONIC MOTION Standard Competency Analyzes the nature phenomenon and its regularity within the scope of particle’s Mechanics Base Competency Analyzes the relation between force and harmonic motion Learning Objectives 1 Describes the characteristic of motion on vibrate spring 2 Explains the relation between the period of harmonic motion and mass weighted base on observation’s data 3 Analyzes the displacement, velocity and acceleration planetary motion within a universe base on Keppler’s Law 4 Analyses the potentian and mximum kinetic energy on harmonic motion References [1] John D Cutnell dan Kenneth W. Johnson (2002). Physics 5th Ed with Compliments. John Wiley and Sons, Inc. hal. 273-294 [2] Sunardi dan Etsa Indra Irawan (2007). Fisika Bilingual SMA/MA untuk SMA/MA Kelas XI. CV Yrama Widya hal. 255-298
  • 11. VIBRATION – SIMPLE HARMONIC MOTION (SHM) Each day we encounter many kinds of oscillatory motion, such as swinging pendulum of a clock, a person bouncing on a trampoline, a vibrating guitar string, and a mass on a spring. They have common properties: 1. The particle oscillates back and forth about a equilibrium position. The time necessary for one complete cycle (a complete repetition of the motion) is called the period, T. 2. No matter what the direction of the displacement, the force always acts in a direction to restore the system to its equilibrium position. Such a force is called a “restoring force” In nearly all cases, at least for small displacement, there is an “effective” restoring force that pulls back towards the equilibrium position, proportional to the displacement. Look at a mass on a spring as example x = displacement F = force due to spring F = −k x The restoring force is opposite to the displacement.
  • 12. Give m a positive displacement where x = A. then release it. F will pull the mass back towards x = 0. The mass’s inertia will even change it back to x = −A. Now the restoring force will be to the right, where x is negative. F pushes m back through x = 0, then the whole sequence keeps repeating. This is refer as vibration of simple harmonic motion (SHM). 3. The number of cycles per unit time is called the “frequency” f. 1 f = T Unit: period (s) frequency (Hz, SI unit), 1 Hz = 1 cycle/s 4. The magnitude of the maximum displacement from equilibrium is called the amplitude, A, of the motion.
  • 13. Simple harmonic motion (SHM): An oscillating system which can be described in terms of sine and cosine functions is called a “simple harmonic oscillator” and its motion is called “simple harmonic motion”. Equation of motion of the simple harmonic oscillator Figure in the right shows a simple harmonic oscillator, consisting of a spring of force constant K acting on a body of mass m that slides on a frictionless horizontal surface. The body moves in x direction. where k is the spring constant and x is the displacement of the spring from its unstrained length. The minus sign indicates that the restoring force always points in a direction opposite to the displacement of the spring.
  • 14. The SHM’s equations are as follows: d2x It is the “equation of motion of the ∑ Fx = −kx ax = dt 2 simple harmonic oscillator”. It is the basis of many complex oscillator d2x problems. − kx = m dt 2 d2x k + x =0 dt 2 m The tentative solution of SHM’s equation is x = x m cos(ωt + φ ) If it is differentiate twice with respect to the time d2x = −ω 2 x m cos(ωt + φ ) dt 2 Putting back into the original equation, obtained k − ω 2 x m cos(ωt + φ ) = − x m cos(ωt + φ ) m Therefore, if we choose the constant ω such that k ω2 = m This is in fact a solution of the SHM’s equation. The quantity ω is called the angular frequency, where ω = 2π f 2π and T = ω The quantity ωt + φ is called phase of the motion. φ is called phase constant
  • 15. xm, the maximum value of displacement, and φ are determined by the initial position and velocity of the particles. ω is determined by the system. Oscillating Mass Consider a mass m attached to the end of a spring as shown. If the mass is pulled down and released, it will undergo simple harmonic motion. The period depends on the spring constant, k and the mass m, as given below, m T = 2π . k 2 Therefore, m = T k 4π 2 Mass of an Astronaut Astronauts who spend long periods of time in orbit periodically measure their body masses as part of their health-maintenance programs. On earth, it is simple to measure body mass, with a scale. However, this procedure does not work in orbit, because both the scale and the astronaut are in free-fall and cannot press against each other.
  • 16. This device consists of a spring-mounted chair in which the astronaut sits. The chair is then started oscillating in simple harmonic motion. The period of the motion is measured electronically and is automatically converted into a value of the astronaut’s mass, after the mass of the chair is taken into account. How to understand φ ? x = xm cos(ωt + ϕ ) x x −t xm ϕ =0 t π o ϕ = T 2 − xm ϕ =π
  • 17. How to compare the phases of two SHOs with same ω? x Δϕ = 0 t o x Δϕ = ± π t o x x1 = xm1 cos(ωt + ϕ1 ) x2 = x m2 cos(ωt + ϕ2 ) t o Δϕ = (ωt + ϕ2 ) − (ωt + ϕ1 ) Δϕ = ϕ2 − ϕ1
  • 18. Displacement, Velocity, and Acceleration Displacement, velocity and acceleration are the physical simple harmonic motion descriptions similar to those in Kinematics. In terms of mathematics, they are as follows: Displacement x = x m cos(ωt + φ ) dx Velocity v x = = −ωx m sin(ωt + φ ) dt π = ωx m cos(ωt + + φ) 2 d2x Acceleration ax = = −ω 2 xm cos(ωt + φ ) dt 2 = ω 2 x m cos(ωt + π + φ ) When the displacement is a maximum in either direction, the speed is zero, because the velocity must now change its direction.
  • 19. x x − t graph xm x = x m cos(ωt + ϕ ) t o 2π T T = ϕ =0 ω − xm v v−t graph xmω v = − x mω sin(ωt + ϕ ) T t ⎛ π⎞ o = x mω cos⎜ ωt + ϕ + ⎟ ⎝ 2⎠ − xmω a a − t graph xmω 2 a = − xmω 2 cos(ωt + ϕ ) t o T = x mω 2 cos(ωt + ϕ + π ) − xmω 2
  • 20. SHM Parameters A amplitude Maximum displacement right or left T periode Time to do one oscillation, returning to start f frequency Number of oscillations per second 1 T PE potential Energy instantaneously stored in spring energy 1 2 kx 2 KE kinetic Kinetic energy of motion of mass energy 1 2 mv 2 E KE + PE Total mechanical energy in oscillations vmax Maximum speed of the mass, as it passes x = 0. ENERGY IN SIMPLE HARMONIC MOTION The total energy can either be written using maximum x = A or the maximum speed vmax: 2 E = 1 2 mv max = 1 2 kA2 = 1 2 mv 2 + 1 2 kx 2 when x = A, v = 0, , all the when v = vmax, energy is PE x = 0, all the energy is KE So we get a relation between vmax and A: 2 ⎛ v max ⎞ k ⎜ ⎟ = a relation that shows how (k/m) influence ⎝ A ⎠ m simple harmonic motion
  • 21. Also get the velocity (or speed) as function of x: ⎛ A2 − x 2 ⎞ ⎛ x2 ⎞ v2 = k ( ) A2 − x 2 = v max ⎜ 2 ⎜ A2 ⎟ = v max ⎜1 − 2 ⎟ ⎟ 2 ⎜ m ⎝ ⎠ ⎝ A ⎟⎠ φ =0 1 0.8 0.6 0.4 0.2 T/2 T 1 2 3 4 5 6 1 1 The Potential Energy U = 2 kx 2 = kx m cos2 (ωt + φ ) 2 2 The Kinetic Energy 1 1 2 K = mv 2 = mω 2 x m sin2 (ωt + φ ) 2 2 1 2 = kx m sin2 (ωt + φ ) 2 v = − xmω sin(ωt + ϕ ) Both Potential and Kinetic energies oscillate with time t and vary between zero and maximum value of 12 k x m .2 Both Potential and Kinetic energies vary with twice the frequency of the displacement and velocity
  • 22. SHM Comparison to Circular Motion v Look at x-component y of velocity in circular θ motion, radius A. x We can show that it is analogous to the A2 − x 2 velocity in SHM! θ x x vx = − vmax sin θ = − vmax sin ωt A2 − x 2 x2 But, sin θ = = 1− 2 A A x2 Then, v x = − v max 1 − A2 2π A So, v max = T It shows that the projection of circular motion onto the x-axis is the same as SHM along the x-axis.
  • 23. SIMPLE PENDULUM Figure at left shows a simple pendulum of length L and particle mass m The restoring force is: θ T Fτ = −mg sin θ L If the θ is small, sin θ ≈ θ m k x θ Fτ ≈ −mgθ = −mg = m&& x x L mg m m L T = 2π = 2π = 2π k mg / L g Spring Configurations In some circumstances, springs could be configure as: m - single spring T = 2π k - series springs 1 1 1 = + ; T2 = 12 T1 (if k2 = 2k1 ) k ser k1 k2 - parallel springs k par = k1 + k2 ; T2 = 1 2 T1 (if k2 = 2k1 )
  • 24. Exercises [1] A spring is hanging vertically, its initial length is 20 cm. It is weighted by 100 grams mass so its length become 25 cm. Calculate the potential energy of spring when it scretchs 10 cm long. [2] An object is hanging onto vertical spring then being pulled down 10 cm long and released. If the period is 0.2 s, determine (a) spring displacement after vibrates in 2 seconds (b) the velocity of vibration after 2 s (c) the acceleration of vibration after 2 s. [3] In an experiment of simple pendulum, used a 1 m rope. Time needed for 10 vibrations is 20 s. Determine the gravitational acceleration of the experiment [4] Base on vibration system on left picture, if k = 100 N and mass weight is 250 grams, determine (a) period of vibration (b) frequency of vibration [5] A particle experiences a simple harmonic motion with amplitude of 10 cm and periode of 4 s. After vibrates ¾T determine (a) displacement of vibration (b) velocity of vibration (c) acceleration of vibration