Title: Elasticity
1Elasticity
- Hookes Law
- Shear
- Elasticity of Volume
- Springs
2Elasticity
- The property of a body by which it experiences a
change in size or shape whenever a deforming
force acts on the body. - When the force is removed, the body returns to
its original size and shape. - Applies to all solids.
3Atomic Nature of Solids
- Solids have lattice structure (3-D grid of
atoms). - Held together due to the interactions of their
electrons.
4Atomic Nature of Solids
- In equilibrium (no outside forces being applied),
the net force of interactions is zero. - The attractive and repulsive forces are balanced.
- The lattice is stable.
5Atomic Nature of Solids
- If we stretch or compress the material, we move
the atoms away from their equilibrium positions. - The displacement is small but billions of atoms
are displaced. - This results in macroscopic lengthening or
shortening. - Once the force is removed, atoms return to
equilibrium position and the material returns to
its original length.
6Elasticity Factors Involved
- Force.
- Directly Proportional.
-
7Elasticity Factors Involved
- Cross-sectional area.
- The larger the area, the more atoms the force has
to act over. - Inversely proportional.
-
8Elasticity Factors Involved
- Original length.
- If there are twice as many atoms to shift, the
change in length will be twice as much. - Directly proportional.
-
9Elasticity Factors Involved
10Elasticity Factors Involved
- Commonly written as
- Ratio of applied force to cross-sectional area is
call the STRESS on the wire. - Ratio of the change in length to the original
length of the wire is called the STRAIN. - Stress is what is applied. Strain is the result.
11Types of Stresses
- Tensile Stress the bar, wire, pole, etc. is
being stretched. Forces pull the ends of the
object in opposite directions. - Compressive Stress the bar, wire, pole, etc. is
being compressed. Forces act inwardly on the
body.
12Elasticity Factors Involved
- To make the ratio into an equation, we must add a
constant. - Youngs modulus of elasticity (Y) is a measure of
the stiffness of the material. - The resulting equation
Thomas Young (1773-1829) Young was an English
physicist, physician, Egyptologist and
gynecologist. He is most famous for Youngs
double-slit experiment which displayed the
interference of light. This suggested that light
was composed of waves. He is sometimes
considered to be the last person to know
everything.
13Hookes Law
- This equation of elasticity is called Hookes law
of elasticity. - Equation states that stress is proportional to
strain. - Applying twice the force results in twice the
stretch. - (We touched on this with the pendulum!)
Robert Hooke (1635-1703) Hooke was an English
Renaissance man whose studies included
mathematics, physics, biology, architecture, and
astronomy. He worked as an assistant of Robert
Boyle and possibly formally state Boyles Law.
(Boyle was not a mathematician.) In 1660, he
discovered Hookes law of elasticity. He also is
known for coining the biological term cell.
Hooke and Newton were heated enemies. In 1679,
Hooke wrote to Newton advocating the inverse
square law of gravitation but was unable to
formally prove it. Eight years later, Newton
published his Principia Mathematica and included
a proof of an inverse square law. He did not
credit Hooke.
14Elastic Limit
- We cannot stretch material indefinitely and stay
in the elastic regime. - Excess stress will permanently move atoms away
from equilibrium. - The material will experience some permanent
stretching.
15Elastic Limit
- Elastic limit permanent stretching, object will
not return to original length, stress and strain
no longer proportional - Ultimate stress highest point on stress-strain
curve, greatest stress the material can bear,
break shortly after - Breaking point
16Example 1 Hookes Law
- A steel wire 1.00 m long with a diameter d 1.00
mm has a 10.0-kg mass hung from it. (Youngs
modulus for steel is 21 x 1010 N/m2.) (a)
How much will the wire stretch? (b) What is the
stress on the wire? (c) What is the strain?
(a)
(b)
(c)
17Types of Stresses
- Tensile Stress the bar, wire, pole, etc. is
being stretched. Forces pull the ends of the
object in opposite directions. - Compressive Stress the bar, wire, pole, etc. is
being compressed. Forces act inwardly on the
body. - Shear Stress the object has equal and opposite
forces applied across its opposite faces
(parallel to the surfaces).
18Elastic Deformation of Shape - Shear
- In addition to changing of length, elasticity
applies to changing of shape. - Shear stress is the application of equal and
opposite forces parallel to the face of the
object. - Force results in torque but body is not free to
rotate. - Force applied to the body causes the layers of
atoms to be displaced sideways. - Body changes shape (shear).
19Elastic Deformation of Shape - Shear
- Angle of shear ( ) a measure of the
deformation of the body (radians!). - Shear modulus measures resistance to shear.
- Hookes law for elastic deformation of shape
- Tangential force divided by area of the top of
the shape equals the shear modulus times the
angle of shear (in radians).
20Types of Stresses
- Tensile Stress the bar, wire, pole, etc. is
being stretched. Forces pull the ends of the
object in opposite directions. - Compressive Stress the bar, wire, pole, etc. is
being compressed. Forces act inwardly on the
body. - Shear Stress the object has equal and opposite
forces applied across its opposite faces
(parallel to the surfaces). - Pressure uniform force is exerted on all sides
of an object.
21Elasticity of Volume
- Another variety of elastic deformation is
elasticity of volume. - Uniform force is exerted on all sides of an
object. - Example object is submerged in water.
- Volume of object decreases.
- Hookes law for elasticity of volume includes the
bulk modulus.
22Table of Constants
23Example 2 Elasticity of Volume
- A solid copper sphere of 0.500-m3 volume is
placed 100 feet below the ocean surface where the
pressure is 3.00 x 105 N/m2. What is the change
in volume of the sphere? (The bulk modulus of
copper is 14 x 1010 N/m2.)
24Types of Stresses
25Springs
- Springs display the properties of Hookes law of
elasticity, as well. - Springs are considered massless and frictionless.
- Springs (like the pendulum) are examples of
simple harmonic oscillators!
26Springs as SHOs
- Equilibrium position position of object if no
force has been applied to the system. - Displacement distance object is pulled from
equilibrium. - Amplitude maximum displacement.
- Restoring force force from spring on object
which tries to bring object back to equilibrium
position.
27Hookes Law for Springs
- F -kx.
- k is the spring constant in units of N/m. It
is a measure of the stiffness of the spring. - x is the displacement in units of m.
- F is the restoring force of the spring on the
object in units of N. - Proportional to the displacement.
- Opposite direction of the displacement.
- The force you must apply to stretch the spring is
then F kx.
28Natural Frequency
- If you stretch a spring to any amplitude (within
the elastic regime), it will oscillate with its
natural frequency. - Angular frequency
- Frequency/period
- Like all SHOs, we want to be able to describe the
motion of the object using a sinusoidal wave
29Springs and Work
- Your hand must do work to compress or stretch a
spring. - In the past, work force x distance.
- Problem our force is not constant! It varies
with distance. We cannot use our old work
equation.
30Springs and Work
- The answer to this problem is calculus! ?
- In reality, work is the integral of force with
respect to displacement.
31Springs and Work
- First, lets look at the situation where the
force is constant. - The force in this situation can be represented by
a constant value F.
32Springs and Work
- Now the situation of the spring where the force
is not constant. - In the case of the spring, F kx.
33Springs and Work
- For the spring, the work your hand does to
displace the object is .
- Also, remember that the integral of a function
gives the area under the curve. - Using simple geometry, the area under the
constant force curve is force x distance. - Using simple geometry, the area under the F kx
force curve is (½)(base)(height) (½)(x)(F)
(½)(x)(kx) ½kx2. - With this knowledge, we could find the work done
by any force over any distance.
34Springs and Potential Energy
- If we graph the work function, we end up with a
parabola representing the energy of the spring as
it oscillates. - This function is typical of all simple harmonic
oscillators. - Amplitude give total energy of the system (all
potential energy). - System oscillates between kinetic and potential
energy with the total energy remaining the same.
35Example 3 - Springs
- A ball of mass m 2.60 kg, starting from rest,
falls a vertical distance h 55.0 cm before
striking a vertical coiled spring. The ball
compresses the spring y 15.0 cm. Determine the
spring constant of the spring.