introduction to engineering materials engr2000 …engineering.armstrong.edu/cameron/engr2000... ·...
TRANSCRIPT
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Introduction to Engineering Materials
ENGR2000
Chapter 6: Mechanical Properties of MetalsChapter 6: Mechanical Properties of Metals
Dr. Coates
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6.2 Concepts of Stress and Strain
tension compression
shear torsion
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Tension Tests
• The specimen is deformed to fracture with a
gradually increasing tensile load…
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Fracture & Failure
• Fracture occurs when a structural component
separates into two or more pieces.
– fracture represents failure of the component
• Failure is the inability of a component to perform
its desired function.
– failure may occur prior to fracture
– e.g. a car axle that bends when you drive over a
pothole
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Engineering Stress & Engineering Strain
0
:strain gEngineerin
:stress gEngineerin
A
F=σ
0
0
0
:strain gEngineerin
l
ll
l
∆lε
−==
F-instantaneous load applied to specimen cross
section
A0-original cross section area before any load is
applied
li-instantaneous length l0-original length
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If you double the cross sectional area, would
your load needed to produce a given
elongation be the same?
Why not just use force F and deformation ∆l to
study mechanical behavior?
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Compression Tests
• Similar to the tensile tests
• Force is compressive
• Specimen contracts along direction of the stress• Specimen contracts along direction of the stress
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Engineering Stress & Engineering Strain
:stress gEngineerin
0
−=A
Fσ
0
:strain gEngineerin
0
0
0
0
<−
==l
ll
l
∆lε
A
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Shear and Torsional Tests
τ
:)definition(by strainShear
A
F
: stressShear
=0
( )θθθγ smallfor
:)definition(by strainShear
≅= tan
F-instantaneous load applied // to specimen cross
section
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Shear and Torsional Tests
( )τ Tf=
: torqueapplied toduestrain Shear
: torqueapplied todue stressShear
( )φγ f=
: torqueapplied toduestrain Shear
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Stress Transformation
A force balance in the y’
direction yields:
A force balance in the
tangential direction yields:
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Deformation
• All materials undergo changes in dimensions in
response to mechanical forces. This phenomenon
is called deformation.
– If the material reverts back to its original size and– If the material reverts back to its original size and
shape upon removal of the load, the deformation is
said to be elastic deformation.
– If application and removal of the load results in a
permanent change in size or shape, the deformation is
said to be plastic deformation.
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Elastic Deformation
6.3 Stress-Strain Behavior
Eεσ =
:elasticity of Modulus
:law sHooke'
εE
σ=
:elasticity of Modulus
ELASTIC
DEFORMATION!
γ
τ=G
:modulusShear
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Modulus of Elasticity
• Young’s modulus
• Elastic modulus
• Stiffness• Stiffness
• Material’s resistance to elastic deformation
– greater the elastic modulus, the stiffer the material or
smaller the elastic strain that results from the
application of a given stress.
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Tangent or Secant Modulus
• Materials with non-linear
elastic behavior
– Gray cast iron,
– concrete,– concrete,
– many polymers
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Elastic modulus of
metals, ceramics & polymers
• Ceramics
– high elastic modulus
– diamond, graphite (covalent bonds)
• Metals
– high elastic modulus
• Polymers
– low elastic modulus
– weak secondary bonds between chains
Increasing E
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Elastic Modulus on an Atomic Scale
• Elastic strain
– small changes in inter-atomic spacing
– stretching of inter-atomic bonds
• Elastic modulus
– resistance to separation of adjacent atoms
– inter-atomic bonding forces
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Review
2.5 Bonding Forces and Energies
:mequilibriuAt
:forcenet The
FFF RAN +=
length. bond theasknown is
apart. are atoms two theof centers the-
0
:mequilibriuAt
0
0
r
r
FFF RAN =+=
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Elastic Modulus on an Atomic Scale
??
0
Whydr
dFtorelatedbeEmightHow
r
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Effect of Temperature on the Elastic Modulus
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Example 6.1
• A piece of Cu originally 305 mm long is pulled in
tension with a stress of 276 Mpa. If the
deformation is entirely elastic, what will be the
resultant elongation?resultant elongation?
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Example 6.1
305
:Given
0
=
= mml
σ l
∆lEEεσ
:law sHooke' Using
==
?
110
:6.1 Table Using
276
=∆
=
=
l
GpaE
MPa
Cu
σ
mmE
lσ∆l
lEEεσ
77.00
0
==⇒
==
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6.4 Anelasticity
- time dependent elastic behavior
• Time dependent elastic strain component.
• Elastic deformation continues after the stress
application.
• Upon load release, finite time is required for
complete recovery.
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Anelasticity of
metals, ceramics & polymers
• Polymers
– Visco-elastic behavior
• Metals
Increasing
anelasticity
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6.5 Elastic Properties of Materials
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Poisson’s Ratio
:constant) material (a ratio sPoisson'
>
−=−=
υ
ε
ε
ε
ευ
z
y
z
x
09-13-10
( )
35.025.0
:metalsmost For
change net volume no50.0
25.04
1
0
max
≤≤
=
==
>
υ
υ
υ
υ
ltheoretica
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Elastic Properties of Materials
υ
:)directions allin properties (same materials isotropicFor
,,
:)properties (material constants Elastic
GE
( )υ+=
12
:)directions allin properties (same materials isotropicFor
EG
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Example 6.2
• A tensile stress is to be applied along the long axis
of a cylindrical brass rod that has a diameter of 10
mm. Determine the magnitude of the load
required to produce a 2.5 x 10-3 mm change inrequired to produce a 2.5 x 10-3 mm change in
diameter if the deformation is entirely elastic.
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:6.1 Table Using
105.2
10
:Given
3
0
×=∆
=
−mmd
mmd
?
34.0
97
:6.1 Table Using
=
=
=
F
GpaE
brass
brass
υ
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d
d
xz
x
1035.7
:ratio sPoisson' theUsing
105.2
:strain theCompute
4
4
0
×=−=
×−=∆
=
−
−
υ
εε
ε
Nd
F
MPaEz
56004
:force theCompute
3.71
:law sHooke' Using
2
0 =
=
==
πσ
εσ
υ
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Plastic Deformation
• Elastic deformation
– Up to strains of 0.005
• Plastic deformation
– Hooke’s law is no longer valid
– Non-recoverable or permanent deformation
– Phenomenon of yielding
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6.6 Tensile Properties
( )
( )
fractureat strain
fracture)at (stressstrength fracture
strain uniform
stress gengineerin maximumstrength tensileultimate
strainpoint yield
limit elastic the toingcorrespond stressstrength yield
−
−
−
−
−
−
f
u
uts
yp
ys
σ
σ
ε
σ
ε
ε
fractureat strain −fε
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Yielding and Yield Strength
• Gradual elastic-plastic transition
• Proportional limit (P)
– Initial departure from linearity
– Point of yielding
• Yield strength
– Determined using a 0.002 strain
offset method
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Yielding and Yield Strength
• Steels & other materials
• Yield point phenomenon
• Yield strength• Yield strength
– Average stress associated
with the lower yield point
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Elastic deformation, plastic deformation,
necking & fracture
necking
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Example 6.3
• From the tensile stress-strain behavior for the
brass specimen shown, determine the following
– The modulus of elasticity
– The yield strength at a strain offset of 0.002– The yield strength at a strain offset of 0.002
– The maximum load that can be sustained by a
cylindrical specimen having an original diameter of
12.8 mm
– The change in length of a specimen originally 250 mm
long that is subjected to a tensile stress of 345 Mpa.
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• http://www.youtube.com/watch?v=67fSwIjYJ-E
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E
00016.0
0150
:modulus Elastic
−
−=
∆
∆=
ε
σ
MPa
GPa
ys 250
:strength Yield
8.93
00016.0
=
=
−
σ
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MPa
F
mmd
450
:strength tensile theUsing
?
8.12
:Given
max
0
=
=
=
σ
Nd
F
MPa
uts
uts
900,574
450
2
0max =
=
=
πσ
σ
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l
MPa
mml
?
345
250
:Given
0
=∆
=
=
σ
mmll 15
:elongation theCompute
06.0
:A)(point strain theDetermine
0 ==∆
≈
ε
ε
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Ductility
• Measure of the degree of plastic deformation that
has been sustained at fracture.
• Brittle materials
– Little or no plastic deformation
prior to fracture
• Ductile materials
– Significant plastic deformation
prior to fracture
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Ductility
length original theis where
100100%
:elongationPercent
0
0
f
f
l
l
llEL ×=×
−= ε
region. necked theof area sectional-cross final theis and
area sectional-cross original theis where
100%
:areain reduction Percent
fracture.at length theis and
length original theis where
0
0
0
0
f
f
f
A
A
A
AARA
l
l
×−
=
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Ductility
• Why do we need to know the ductility of
materials?
– The degree to which a structure will deform plastically
prior to fracture (design & safety measures)prior to fracture (design & safety measures)
– The degree of allowable deformation during fabrication
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Mechanical properties of metals
• Depend on
– prior deformation,
– presence of impurities
– heat treatments– heat treatments
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Engineering stress-strain behavior for Fe
at different temperatures
brittle
ductile
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Resilience
• Capacity of a material to absorb energy when it is
deformed elastically and then, upon unloading, to
have this energy recovered.
• Modulus of resilience• Modulus of resilience
– Strain energy per unit volume required to stress a
material from an unloaded state up to the point of
yielding.
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Resilience
dU r
y
:region elasticlinear a Assuming
:resilience of Modulus
0
εσ
ε
= ∫
EE
U
yy
y
yyr
22
1
2
1
:region elasticlinear a Assuming
2σσσ
εσ
==
=
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Resilience
• Materials used in spring applications
– High resilience
– High yield strength
– Low elastic modulus– Low elastic modulus
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Toughness
• Measure of the ability of a material to absorb
energy up to fracture.
• Area under the stress-strain curve up to the point
of fracture.of fracture.
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Toughness
:Toughness
∫=
f
dU
ε
εσ0
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Toughness
• Ductile materials
• Brittle materials
Increasing
toughness
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Example
• Which material has the highest elastic modulus?
• Which material has the highest ductility?
• Which material has the highest toughness?
• Which material does not exhibit• Which material does not exhibit
any significant plastic deformation
prior to fracture?
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6.7 True Stress and Strain
• Decline in stress necessary to continue
deformation past the maximum point M.
• Is the material getting weaker?
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6.7 True Stress and Strain
• Short-coming in the engineering stress-strain
curve
– Decreasing cross-sectional area not considered
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6.7 True Stress and Strain
=
:stress True
A
F
i
tσ
== ∫
0
l
ln
:strain True
area. ousinstantane theis where
0 l
l
l
dlε
A
lt
i
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6.7 True Stress and Strain
=
:necking Prior to
:change volumeno Assuming
00ii lAlA
( )
( )εσσ
εε
+=
+=
1
1ln
:necking Prior to
t
t
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6.7 True Stress and Strain
• Necking introduces a complex stress state…
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Strain-hardening exponent
:necking ofpoint theto
ndeformatio plastic ofonset theFrom
K n
tt εσ =
t.coefficienstrength theis and
exponent hardening-strain theis where
K
n
K tt εσ =
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Example 6.4
• A cylindrical specimen of steel having an original
diameter of 12.8 mm is tensile tested to fracture
and found to have an engineering fracture stress of
460 Mpa. If its cross-sectional diameter at460 Mpa. If its cross-sectional diameter at
fracture is 10.7 mm, determine
– The ductility in terms of percent reduction in area
– The true stress at fracture
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7.10
460
8.12
:Given
0
=
=
=
f
f
mmd
MPa
mmd
σ
%30100
100%
:Ductility
22
0
0
0
=×−
=
×−
=
dd
A
AARA
f
f
?
?%
7.10
=
=
=
tf
f
RA
mmd
σ
%301002
0
0=×
−=
d
dd f
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NAF
A
FMPaf
200,59
:load applied The
460
:fractureat stress gEngineerin
0
==
==
σ
σ
MPaA
F
NAF
f
tf
f
660
:fractureat stress True
200,590
==
==
σ
σ
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Example 6.5
• Compute the strain-hardening exponent n for an
alloy in which a true stress of 415 Mpa produces a
true strain of 0.10. Assume a value of 1035 Mpa
for K.for K.
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Example 6.5
415
:Given
= MPatσ
:exponent hardening-Strain
= Knεσ
?
1035
10.0
415
=
=
=
=
n
MPaK
MPa
t
t
ε
σ
40.0=⇒
=
n
K tt εσ
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6.10 Hardness
• Measure of a materials resistance to localized
plastic deformation (small dent or scratch)
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Rockwell Hardness Tests
• A hardness number is determined
– Difference in depth of penetration
from an initial minor load
followed by a major loadfollowed by a major load
• Combinations of indenters &
loads are used
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Hardness Testing Techniques
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Minor load=10 kg
- used for thick specimens
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Minor load = 3 kg
- thin specimens
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Correlations between hardness &
tensile strength
• Both are measures of
resistance to plastic
deformation
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Property Variability & Design/Safety Factors
• Reading assignment
– Section 6.11 on variability of material properties
– Example 6.6
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6.12 Design/Safety Factors
c
cd N
σ
σσ =
load)max estimated theof basis (on the stress calculated theis
'
:stressDesign
dys
c
N
σσ
σ
≥
>
:criteriaselection Material
factor.design theis 1'
load)max estimated theof basis (on the stress calculated theis
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6.12 Design/Safety Factors
:stress or working stress Safe
=N
ys
w
σσ
0.42.1
:safety ofFactor
safety. offactor theis 1
and material theofstrength yield theis
≤≤
>
N
N
N
ysσ
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Design Example 6.1
• A tensile-testing apparatus is to be constructed
that must withstand a maximum load of 220 kN.
The design calls for two cylindrical support posts,
each of which is to support half of the max load.each of which is to support half of the max load.
Furthermore, plain carbon steel ground and
polished shafting rounds are to be used; the
minimum yield and tensile strengths of this alloy
are 310 Mpa and 565 Mpa respectively. Specify a
suitable diameter for these support posts.
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( )
310
1102202
1
:Given
max
=
==
MPa
kNkNF
ysσ
MPaN
ys
w
:requireddiameter Minimum
62
:stress Working
==σ
σ
5
:safety offactor a Assume
?
565
=
=
=
N
d
MPautsσ
( )mmd
d
Fw
5.47
4/
0
2
0
max
=⇒
=π
σ