Mechanical
properties of solids
chapter -9
Chapter 9
Solids and Fluids
States of Matter
● Solid
● Liquid
● Gas
● Plasma
Solids
● Has definite volume
● Has definite shape
● Molecules are held in
specific locations
○ by electrical forces
● vibrate about
equilibrium positions
● Can be modeled as
springs connecting
molecules
More About Solids
● External forces can be applied to the solid and compress the material
○ In the model, the springs would be compressed
● When the force is removed, the solid returns to its original shape and size
○ This property is called elasticity
Crystalline Solid
● Atoms have an
ordered structure
● This example is salt
○ Gray spheres
represent Na+ ions
○ Green spheres
represent Cl- ions
Amorphous Solid
● Atoms are arranged
almost randomly
● Examples include
glass
Liquid
● Has a definite volume
● No definite shape
● Exists at a higher temperature
than solids
● The molecules “wander”
through the liquid in a
random fashion
○ The intermolecular forces are
not strong enough to keep the
molecules in a fixed position
Gas
● Has no definite volume
● Has no definite shape
● Molecules are in constant random motion
● The molecules exert only weak forces on each other
● Average distance between molecules is large compared to the size of the
molecules
Plasma
● Matter heated to a very high temperature
● Many of the electrons are freed from the nucleus
● Result is a collection of free, electrically charged ions
● Plasmas exist inside stars
Deformation of Solids
● All objects are deformable
● It is possible to change the shape or size (or both)
of an object through the application of external
forces
● when the forces are removed, the object tends to
its original shape
○ This is a deformation that exhibits elastic behavior
Elastic Properties
● Stress is the force per unit area causing the
deformation
● Strain is a measure of the amount of
deformation
● The elastic modulus is the constant of
proportionality between stress and strain
○ For sufficiently small stresses, the stress is directly
proportional to the strain
○ The constant of proportionality depends on the
material being deformed and the nature of the
deformation
Elastic Modulus
● The elastic modulus can be thought of as the stiffness of the material
○ A material with a large elastic modulus is very stiff and difficult to deform
■ Analogous to the spring constant
○ stress = Elastic modulus x strain
Young’s Modulus:
Elasticity in Length
● Tensile stress is the ratio
of the external force to
the cross-sectional area
○ Tensile is because the
bar is under tension
● The elastic modulus is
called Young’s modulus
Young’s Modulus, cont.
● SI units of stress are Pascals, Pa
○ 1 Pa = 1 N/m2
● The tensile strain is the ratio of the change in length to the original length
○ Strain is dimensionless
Young’s Modulus, final
● Young’s modulus applies to
a stress of either tension or
compression
● It is possible to exceed the
elastic limit of the material
○ No longer directly
proportional
○ Ordinarily does not return to
its original length
Breaking
● If stress continues, it surpasses its ultimate
strength
○ The ultimate strength is the greatest stress the object
can withstand without breaking
● The breaking point
○ For a brittle material, the breaking point is just beyond
its ultimate strength
○ For a ductile material, after passing the ultimate
strength the material thins and stretches at a lower
stress level before breaking
Bulk Modulus, cont.
● Volume stress, ∆P, is
the ratio of the force
to the surface area
○ This is also the
Pressure
● The volume strain is
equal to the ratio of
the change in
volume to the
original volume
Bulk Modulus, final
● A material with a large bulk modulus is difficult to
compress
● The negative sign is included since an increase in
pressure will produce a decrease in volume
○ B is always positive
● The compressibility is the reciprocal of the bulk
modulus
Notes on Moduli
● Solids have Young’s, Bulk, and Shear moduli
● Liquids have only bulk moduli, they will not undergo a shearing or tensile
stress
○ The liquid would flow instead
Ultimate Strength of Materials
● The ultimate strength of a material is the maximum force per unit area the
material can withstand before it breaks or factures
● Some materials are stronger in compression than in tension
Post and Beam Arches
● A horizontal beam is
supported by two
columns
● Used in Greek temples
● Columns are closely
spaced
○ Limited length of
available stones
○ Low ultimate tensile
strength of sagging stone
beams
Semicircular Arch
● Developed by the
Romans
● Allows a wide roof span
on narrow supporting
columns
● Stability depends upon
the compression of the
wedge-shaped stones
Gothic Arch
● First used in Europe
in the 12th century
● Extremely high
● The flying buttresses
are needed to prevent
the spreading of the
arch supported by
the tall, narrow
columns
Density
● The density of a substance of uniform composition is defined as its mass per
unit volume:
● Units are kg/m3 (SI) or g/cm3 (cgs)
● 1 g/cm3 = 1000 kg/m3
Density, cont.
● The densities of most liquids and solids vary slightly with changes in
temperature and pressure
● Densities of gases vary greatly with changes in temperature and pressure
Shear Modulus:
Elasticity of Shape
● Forces may be parallel
to one of the object’s
faces
● The stress is called a
shear stress
● The shear strain is the
ratio of the horizontal
displacement and the
height of the object
● The shear modulus is S
Shear Modulus, final
●
● S is the shear modulus
● A material having a
large shear modulus is
difficult to bend
Bulk Modulus:
Volume Elasticity
● Bulk modulus characterizes the response of an object to uniform squeezing
○ Suppose the forces are perpendicular to, and act on, all the surfaces
■ Example: when an object is immersed in a fluid
● The object undergoes a change in volume without a change in shape
Specific Gravity
● The specific gravity of a substance is the ratio of its density to the density of
water at 4° C
○ The density of water at 4° C is 1000 kg/m3
● Specific gravity is a unitless ratio
Strength Of Materials :
• Strength of materials, also called Mechanics of
materials, is a subject which deals with the behavior
of solid objects subject to stresses and strains.
• The study of strength of materials often refers to
various methods of calculating the stresses and strains
in structural members, such as beams, columns, and
shafts.
Elasticity
Introduction
When a force is applied to a body, there are two possibilities
1)
either state of the body changes
i.e. body moves form its initial position
F
Elasticity
2)
or shape and/or size changes
If shape and/or size changes then that change is called as Deformation
and the corresponding force is called as deforming force .
F
Elasticity
Bodies
Rigid
Elastic
Non-rigid
Plastic
By the use of Deformation all bodies can be
classified as -
Rigid Body:
• A rigid body is defined as a body on which
the distance between two points never
changes whatever be the force applied on it.
• Practically, there is no rigid body.
Rigid body is a body whose shape and/or size does not
change even if a very high force is applied.
Deformable body:
A deformable body is defined as a body on which the distance between
two points changes under action of some forces when applied on it.
Non rigid body is a body whose shape and/or size
changes if a very large force is applied.
Elasticity
Property possessed by material body by virtue of which a material body
opposes to change its shape or size or both when subjected to deforming
force and regains its original shape and size when deforming forces are
removed
Elasticity
Elastic Body : An elastic body is a body which regains its original shape and/or size
when deforming forces are removed.
e.g. : Rubber
Elasticity
Plasticity :
Property possessed by material bodies by virtue of which it do not
regain its original shape or size or both after removal of external
deforming force
Plastic Body :
A plastic body is a body which does not regain its original
shape and/or size when deforming forces are removed.
e.g. : clay, dough etc.
Elasticity
Distinguish between
Plastic Body
Elastic Body
Elastic bodies regain original
dimensions after removal of external
forces
Plastic bodies do not regain original
dimensions after removal of external
forces
In elastic bodies intermolecular
forces are strong
In Plastic bodies intermolecular
forces are weak
Magnitude of external force required
to change dimension is larger
Magnitude of external force required
to change dimension is small
E.G. Steel ,Iron , Quartz etc… E.G. Mud , clay , Pleistocene etc…
https://www.youtube.com/watch?v=YKpvYF0hVDE
Elasticity
elastic forces or restoring forces
such force are called as elastic forces or restoring forces
The direction of internal restoring force is exactly
opposite to applied force
and magnitude is same as that of applied force.
When external force is applied on a body , it gets deformed
during deformation of body , internal forces are produced in body
which opposes the change in dimensions of body
Deforming force
Internal restoring
force
• Dimensional formula of the stress =
𝑀𝐿𝑇 −2
𝐿2
∴ = 𝑀𝐿−1𝑇 −2
• The SI unit of stress is =𝑁𝑚−2 = 𝑃𝑎𝑠𝑐𝑎𝑙
Stress (𝝈):
Stress is the applied force or system of forces
that tends to deform a body.
Strain (𝜺)
• The change in the size or shape of a body due to
the deforming force.
• The ratio of change in configuration to the
original configuration is called strain.
• i.e.
𝑆𝑡𝑟𝑎𝑖𝑛, =
𝐶ℎ𝑎𝑛𝑔𝑒 𝑖𝑛 𝐷𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛
𝑂𝑟𝑖𝑔𝑖𝑛𝑎𝑙 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛
• Strain is Dimensionless hence no unit
Elasticity
Definition of Stress and strain
Stress
Stress is defined as the internal
restoring force per unit area.
The internal restoring force is
equal and opposite to the deforming
force. i.e. the applied force.
Hence Stress is also defined as
the applied force per unit area.
Strain is defined as the ratio of
change in dimension to original
dimension.
Since strain is the ratio of identical
quantities therefore, it has no units and
dimensions.
Strain
Strain =
Change in Dimensions
Original Dimensions
Units :
Dimensions : [M1 L-1 T-2]
C.G.S. Unit : dyne/cm2
S.I.. Unit : N/m2
https://www.youtube.com/watch?v=AnwrItEvqh4
END OF DAY-1
Elasticity
Types of Stress and strain
Depending on nature of deformation stress and strain is of three types
1 ) Tensile Stress
If a force F = mg is applied to a wire of radius
r having area of cross section A = πr2
When force is applied at right angle to cross
sectional area of wire then wire gets
elongated and gives to stress which is
perpendicular to cross sectional area. This
stress is called as tensile stress
L
l
Mg
Tensile stress =
Applied Force
Area
1 ) Tensile Strain
Is define as change in length per
unit original length
Tensile Strain = l /L
Elasticity
2 ) Volume
Stress
Types of Stress and strain
Stress produced in body due to change in volume
is called as volume stress
When a body is subjected to increase in pressure
then body is compressed .
Thus the volume of body changes.
Volume stress =
F
A
= dP
= Change in Pressure
2 ) Volume
Strain
V-dv
Change in volume per unit original
volume is called as volume strain
Volume strain =
dv
V
https://www.youtube.com/watch?v=OeuZ8y0_w6A
Elasticity
Types of Stress and strain
3 ) Shearing Stress
When a tangential force is applied
to one face of body with other
face of body as fixed then the
shape changes and stress is
produced in the body .
The stress produced due to change in shape of body is called as shearing stress
A B
C
D
P Q
R
S
A B
C
D
P Q
R
S
F
A′ B′
Q′
P′
θ θ
Shearing stress
https://www.youtube.com/watch?v=x-UiYHyAUaM
Elasticity
Types of Stress and strain
3 ) Shearing Strain
Ration of lateral displacement of layer to its distance
from fixed layer is called as shearing strain
F
P P′ Q Q′
x
h
S R
θ
Shearing strain =
Lateral displacement of any layer
Its perpendicular distance from the fixed layer
=
PP'
PS
=
x
h
tan θ ≈ θ [... x <<< h
hence tan θ ≈ θ ]
Shearing
Strain
=
Elastic Limit
• Is the maximum stress from which an elastic
body will recover its original state after the
removal of the deforming force.
• It differs widely for different materials.
• It is very high for a substance like steel and low
for a substance like lead.
Limits of proportionality
•If a tensile force applied to a uniform bar
of mild steel is gradually increased and the
corresponding extension of the bar is
measured, then provided the applied force
is not too large, a graph depicting these
results is likely to be as shown in Figure.
•Since the graph is a straight line,
extension is directly proportional to the
applied force. (Hooke’s Law)
The point on the graph where extension is no longer proportional
to the applied force is known as the limit of proportionality.
Limits of elasticity
• As mentioned, limits of proportionality …
Just beyond this point the material can
behave in a non-linear elastic manner, until
the elastic limit is reached.
• If the applied force is large, it is found that
the material becomes plastic and no longer
returns to its original length when the force
is removed.
In short, The value of force up to and within which, the
deformation entirely disappears on removal of the force is
called limit of elasticity
https://www.youtube.com/watch?v=zc3b6LdDFtY
END OF DAY-2
Elasticity
Hook’s Law
Within elastic limits stress is directly proportional to strain
. . . Stress ∝ Strain
i.e.
Strain
= Constant = E
Stress
E is a constant of proportionality, or
modulus of elasticity OR coefficient of elasticity
Robert Hook
Units : S.I. Unit : N/m2
C.G.S. Unit : dyne /cm2
Dimensions : [M1 L-1 T-2]
Hooke's Law is obeyed only if the deformation is within
the elastic limit.
beyond the elastic limit,
stress is not proportional to the strain and Hooke's
law is not obeyed.
https://www.youtube.com/watch?v=yAIb3T9DPyE
Elasticity
Elastic Constants
1) Young’s Modulus( Y)
The ration of tensile stress to tensile strain is called as
Young’s Modulus
. . .
. . .
. . .
. . .
Units : S.I. Unit : N/m2
C.G.S. Unit : dyne /cm2
Dimensions : [M1 L-1 T-2]
Only Solids have definite length.
Therefore,
Young’s modulus is the property of
solids only
Question 9. 2. Figure shows the strain-stress curve for a given material. What
are (a) Young’s modulus and (b) approximate yield strength for this material?
HOMEWORK EXERCISE - 9.4 AND 9.5, 9.11,
END OF DAY 3
Elasticity
Elastic Constants
2) Bulk Modulus( K)
The ratio of volume stress to volume strain is called as
Bulk Modulus
. . .
. . .
. . .
Units : S.I. Unit : N/m2
C.G.S. Unit : dyne /cm2
Dimensions : [M1 L-1 T-2]
Solid , liquid and gases all have Bulk modulus
Reciprocal of Bulk modulus is called as
compressibility
HOMEWORK - 9.13
Elasticity
Elastic Constants
3) Modulus of rigidity ( η)
The ratio of shearing stress to shearing strain is called as
Modulus of Rigidity
. . .
. . .
If θ is small then tanθ = 0
. . .
Units : S.I. Unit : N/m2
C.G.S. Unit : dyne /cm2
Dimensions : [M1 L-1 T-2]
Particular shape.
Therefore,
Only solids possess modulus of rigidity
Question 9. 7. Four identical hollow cylindrical columns of mild steel support a big
structure of mass 50,000 kg. The inner and outer radii of each column are 30 cm and 60
cm respectively. Assuming the load distribution to be uniform, calculate the
compressional strain of each column. Young’s modulus, Y = 2.0 x 10^11 Pa
HOMEWORK - 9.8 AND 9.9
https://www.youtube.com/watch?v=50VYcOryCXo&feature=emb_logo
https://www.youtube.com/watch?v=YI9ke-cy_1g&feature=emb_logo

29bff9203de928c2203df9fbbe72c4ae.pptx

  • 1.
  • 2.
  • 3.
    States of Matter ●Solid ● Liquid ● Gas ● Plasma
  • 4.
    Solids ● Has definitevolume ● Has definite shape ● Molecules are held in specific locations ○ by electrical forces ● vibrate about equilibrium positions ● Can be modeled as springs connecting molecules
  • 5.
    More About Solids ●External forces can be applied to the solid and compress the material ○ In the model, the springs would be compressed ● When the force is removed, the solid returns to its original shape and size ○ This property is called elasticity
  • 6.
    Crystalline Solid ● Atomshave an ordered structure ● This example is salt ○ Gray spheres represent Na+ ions ○ Green spheres represent Cl- ions
  • 7.
    Amorphous Solid ● Atomsare arranged almost randomly ● Examples include glass
  • 8.
    Liquid ● Has adefinite volume ● No definite shape ● Exists at a higher temperature than solids ● The molecules “wander” through the liquid in a random fashion ○ The intermolecular forces are not strong enough to keep the molecules in a fixed position
  • 9.
    Gas ● Has nodefinite volume ● Has no definite shape ● Molecules are in constant random motion ● The molecules exert only weak forces on each other ● Average distance between molecules is large compared to the size of the molecules
  • 10.
    Plasma ● Matter heatedto a very high temperature ● Many of the electrons are freed from the nucleus ● Result is a collection of free, electrically charged ions ● Plasmas exist inside stars
  • 11.
    Deformation of Solids ●All objects are deformable ● It is possible to change the shape or size (or both) of an object through the application of external forces ● when the forces are removed, the object tends to its original shape ○ This is a deformation that exhibits elastic behavior
  • 12.
    Elastic Properties ● Stressis the force per unit area causing the deformation ● Strain is a measure of the amount of deformation ● The elastic modulus is the constant of proportionality between stress and strain ○ For sufficiently small stresses, the stress is directly proportional to the strain ○ The constant of proportionality depends on the material being deformed and the nature of the deformation
  • 13.
    Elastic Modulus ● Theelastic modulus can be thought of as the stiffness of the material ○ A material with a large elastic modulus is very stiff and difficult to deform ■ Analogous to the spring constant ○ stress = Elastic modulus x strain
  • 14.
    Young’s Modulus: Elasticity inLength ● Tensile stress is the ratio of the external force to the cross-sectional area ○ Tensile is because the bar is under tension ● The elastic modulus is called Young’s modulus
  • 15.
    Young’s Modulus, cont. ●SI units of stress are Pascals, Pa ○ 1 Pa = 1 N/m2 ● The tensile strain is the ratio of the change in length to the original length ○ Strain is dimensionless
  • 16.
    Young’s Modulus, final ●Young’s modulus applies to a stress of either tension or compression ● It is possible to exceed the elastic limit of the material ○ No longer directly proportional ○ Ordinarily does not return to its original length
  • 17.
    Breaking ● If stresscontinues, it surpasses its ultimate strength ○ The ultimate strength is the greatest stress the object can withstand without breaking ● The breaking point ○ For a brittle material, the breaking point is just beyond its ultimate strength ○ For a ductile material, after passing the ultimate strength the material thins and stretches at a lower stress level before breaking
  • 18.
    Bulk Modulus, cont. ●Volume stress, ∆P, is the ratio of the force to the surface area ○ This is also the Pressure ● The volume strain is equal to the ratio of the change in volume to the original volume
  • 19.
    Bulk Modulus, final ●A material with a large bulk modulus is difficult to compress ● The negative sign is included since an increase in pressure will produce a decrease in volume ○ B is always positive ● The compressibility is the reciprocal of the bulk modulus
  • 20.
    Notes on Moduli ●Solids have Young’s, Bulk, and Shear moduli ● Liquids have only bulk moduli, they will not undergo a shearing or tensile stress ○ The liquid would flow instead
  • 21.
    Ultimate Strength ofMaterials ● The ultimate strength of a material is the maximum force per unit area the material can withstand before it breaks or factures ● Some materials are stronger in compression than in tension
  • 22.
    Post and BeamArches ● A horizontal beam is supported by two columns ● Used in Greek temples ● Columns are closely spaced ○ Limited length of available stones ○ Low ultimate tensile strength of sagging stone beams
  • 23.
    Semicircular Arch ● Developedby the Romans ● Allows a wide roof span on narrow supporting columns ● Stability depends upon the compression of the wedge-shaped stones
  • 24.
    Gothic Arch ● Firstused in Europe in the 12th century ● Extremely high ● The flying buttresses are needed to prevent the spreading of the arch supported by the tall, narrow columns
  • 25.
    Density ● The densityof a substance of uniform composition is defined as its mass per unit volume: ● Units are kg/m3 (SI) or g/cm3 (cgs) ● 1 g/cm3 = 1000 kg/m3
  • 26.
    Density, cont. ● Thedensities of most liquids and solids vary slightly with changes in temperature and pressure ● Densities of gases vary greatly with changes in temperature and pressure
  • 27.
    Shear Modulus: Elasticity ofShape ● Forces may be parallel to one of the object’s faces ● The stress is called a shear stress ● The shear strain is the ratio of the horizontal displacement and the height of the object ● The shear modulus is S
  • 28.
    Shear Modulus, final ● ●S is the shear modulus ● A material having a large shear modulus is difficult to bend
  • 29.
    Bulk Modulus: Volume Elasticity ●Bulk modulus characterizes the response of an object to uniform squeezing ○ Suppose the forces are perpendicular to, and act on, all the surfaces ■ Example: when an object is immersed in a fluid ● The object undergoes a change in volume without a change in shape
  • 30.
    Specific Gravity ● Thespecific gravity of a substance is the ratio of its density to the density of water at 4° C ○ The density of water at 4° C is 1000 kg/m3 ● Specific gravity is a unitless ratio
  • 31.
    Strength Of Materials: • Strength of materials, also called Mechanics of materials, is a subject which deals with the behavior of solid objects subject to stresses and strains. • The study of strength of materials often refers to various methods of calculating the stresses and strains in structural members, such as beams, columns, and shafts.
  • 32.
    Elasticity Introduction When a forceis applied to a body, there are two possibilities 1) either state of the body changes i.e. body moves form its initial position F
  • 33.
    Elasticity 2) or shape and/orsize changes If shape and/or size changes then that change is called as Deformation and the corresponding force is called as deforming force . F
  • 34.
    Elasticity Bodies Rigid Elastic Non-rigid Plastic By the useof Deformation all bodies can be classified as -
  • 35.
    Rigid Body: • Arigid body is defined as a body on which the distance between two points never changes whatever be the force applied on it. • Practically, there is no rigid body. Rigid body is a body whose shape and/or size does not change even if a very high force is applied.
  • 36.
    Deformable body: A deformablebody is defined as a body on which the distance between two points changes under action of some forces when applied on it. Non rigid body is a body whose shape and/or size changes if a very large force is applied.
  • 37.
    Elasticity Property possessed bymaterial body by virtue of which a material body opposes to change its shape or size or both when subjected to deforming force and regains its original shape and size when deforming forces are removed Elasticity Elastic Body : An elastic body is a body which regains its original shape and/or size when deforming forces are removed. e.g. : Rubber
  • 38.
    Elasticity Plasticity : Property possessedby material bodies by virtue of which it do not regain its original shape or size or both after removal of external deforming force Plastic Body : A plastic body is a body which does not regain its original shape and/or size when deforming forces are removed. e.g. : clay, dough etc.
  • 39.
    Elasticity Distinguish between Plastic Body ElasticBody Elastic bodies regain original dimensions after removal of external forces Plastic bodies do not regain original dimensions after removal of external forces In elastic bodies intermolecular forces are strong In Plastic bodies intermolecular forces are weak Magnitude of external force required to change dimension is larger Magnitude of external force required to change dimension is small E.G. Steel ,Iron , Quartz etc… E.G. Mud , clay , Pleistocene etc… https://www.youtube.com/watch?v=YKpvYF0hVDE
  • 40.
    Elasticity elastic forces orrestoring forces such force are called as elastic forces or restoring forces The direction of internal restoring force is exactly opposite to applied force and magnitude is same as that of applied force. When external force is applied on a body , it gets deformed during deformation of body , internal forces are produced in body which opposes the change in dimensions of body Deforming force Internal restoring force
  • 41.
    • Dimensional formulaof the stress = 𝑀𝐿𝑇 −2 𝐿2 ∴ = 𝑀𝐿−1𝑇 −2 • The SI unit of stress is =𝑁𝑚−2 = 𝑃𝑎𝑠𝑐𝑎𝑙 Stress (𝝈): Stress is the applied force or system of forces that tends to deform a body.
  • 42.
    Strain (𝜺) • Thechange in the size or shape of a body due to the deforming force. • The ratio of change in configuration to the original configuration is called strain. • i.e. 𝑆𝑡𝑟𝑎𝑖𝑛, = 𝐶ℎ𝑎𝑛𝑔𝑒 𝑖𝑛 𝐷𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛 𝑂𝑟𝑖𝑔𝑖𝑛𝑎𝑙 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛 • Strain is Dimensionless hence no unit
  • 43.
    Elasticity Definition of Stressand strain Stress Stress is defined as the internal restoring force per unit area. The internal restoring force is equal and opposite to the deforming force. i.e. the applied force. Hence Stress is also defined as the applied force per unit area. Strain is defined as the ratio of change in dimension to original dimension. Since strain is the ratio of identical quantities therefore, it has no units and dimensions. Strain Strain = Change in Dimensions Original Dimensions Units : Dimensions : [M1 L-1 T-2] C.G.S. Unit : dyne/cm2 S.I.. Unit : N/m2 https://www.youtube.com/watch?v=AnwrItEvqh4
  • 44.
  • 45.
    Elasticity Types of Stressand strain Depending on nature of deformation stress and strain is of three types 1 ) Tensile Stress If a force F = mg is applied to a wire of radius r having area of cross section A = πr2 When force is applied at right angle to cross sectional area of wire then wire gets elongated and gives to stress which is perpendicular to cross sectional area. This stress is called as tensile stress L l Mg Tensile stress = Applied Force Area 1 ) Tensile Strain Is define as change in length per unit original length Tensile Strain = l /L
  • 46.
    Elasticity 2 ) Volume Stress Typesof Stress and strain Stress produced in body due to change in volume is called as volume stress When a body is subjected to increase in pressure then body is compressed . Thus the volume of body changes. Volume stress = F A = dP = Change in Pressure 2 ) Volume Strain V-dv Change in volume per unit original volume is called as volume strain Volume strain = dv V https://www.youtube.com/watch?v=OeuZ8y0_w6A
  • 47.
    Elasticity Types of Stressand strain 3 ) Shearing Stress When a tangential force is applied to one face of body with other face of body as fixed then the shape changes and stress is produced in the body . The stress produced due to change in shape of body is called as shearing stress A B C D P Q R S A B C D P Q R S F A′ B′ Q′ P′ θ θ Shearing stress https://www.youtube.com/watch?v=x-UiYHyAUaM
  • 48.
    Elasticity Types of Stressand strain 3 ) Shearing Strain Ration of lateral displacement of layer to its distance from fixed layer is called as shearing strain F P P′ Q Q′ x h S R θ Shearing strain = Lateral displacement of any layer Its perpendicular distance from the fixed layer = PP' PS = x h tan θ ≈ θ [... x <<< h hence tan θ ≈ θ ] Shearing Strain =
  • 49.
    Elastic Limit • Isthe maximum stress from which an elastic body will recover its original state after the removal of the deforming force. • It differs widely for different materials. • It is very high for a substance like steel and low for a substance like lead.
  • 50.
    Limits of proportionality •Ifa tensile force applied to a uniform bar of mild steel is gradually increased and the corresponding extension of the bar is measured, then provided the applied force is not too large, a graph depicting these results is likely to be as shown in Figure. •Since the graph is a straight line, extension is directly proportional to the applied force. (Hooke’s Law) The point on the graph where extension is no longer proportional to the applied force is known as the limit of proportionality.
  • 53.
    Limits of elasticity •As mentioned, limits of proportionality … Just beyond this point the material can behave in a non-linear elastic manner, until the elastic limit is reached. • If the applied force is large, it is found that the material becomes plastic and no longer returns to its original length when the force is removed. In short, The value of force up to and within which, the deformation entirely disappears on removal of the force is called limit of elasticity
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  • 58.
  • 59.
    Elasticity Hook’s Law Within elasticlimits stress is directly proportional to strain . . . Stress ∝ Strain i.e. Strain = Constant = E Stress E is a constant of proportionality, or modulus of elasticity OR coefficient of elasticity Robert Hook Units : S.I. Unit : N/m2 C.G.S. Unit : dyne /cm2 Dimensions : [M1 L-1 T-2] Hooke's Law is obeyed only if the deformation is within the elastic limit. beyond the elastic limit, stress is not proportional to the strain and Hooke's law is not obeyed. https://www.youtube.com/watch?v=yAIb3T9DPyE
  • 60.
    Elasticity Elastic Constants 1) Young’sModulus( Y) The ration of tensile stress to tensile strain is called as Young’s Modulus . . . . . . . . . . . . Units : S.I. Unit : N/m2 C.G.S. Unit : dyne /cm2 Dimensions : [M1 L-1 T-2] Only Solids have definite length. Therefore, Young’s modulus is the property of solids only
  • 64.
    Question 9. 2.Figure shows the strain-stress curve for a given material. What are (a) Young’s modulus and (b) approximate yield strength for this material?
  • 66.
    HOMEWORK EXERCISE -9.4 AND 9.5, 9.11,
  • 67.
  • 68.
    Elasticity Elastic Constants 2) BulkModulus( K) The ratio of volume stress to volume strain is called as Bulk Modulus . . . . . . . . . Units : S.I. Unit : N/m2 C.G.S. Unit : dyne /cm2 Dimensions : [M1 L-1 T-2] Solid , liquid and gases all have Bulk modulus Reciprocal of Bulk modulus is called as compressibility
  • 72.
  • 73.
    Elasticity Elastic Constants 3) Modulusof rigidity ( η) The ratio of shearing stress to shearing strain is called as Modulus of Rigidity . . . . . . If θ is small then tanθ = 0 . . . Units : S.I. Unit : N/m2 C.G.S. Unit : dyne /cm2 Dimensions : [M1 L-1 T-2] Particular shape. Therefore, Only solids possess modulus of rigidity
  • 76.
    Question 9. 7.Four identical hollow cylindrical columns of mild steel support a big structure of mass 50,000 kg. The inner and outer radii of each column are 30 cm and 60 cm respectively. Assuming the load distribution to be uniform, calculate the compressional strain of each column. Young’s modulus, Y = 2.0 x 10^11 Pa
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  • 80.