Article 1:
Article 1:
Stress / Stain response of Metallic Materials
Stress / Stain response of Metallic Materials
3
Materials stress - strain response
•Types of non-linear response
•Models of uni-axial stress- strain curve
•Experimental stress-strain curves
•Idealised stress-strain curves
•Types of stress - strain curves
•Rigid elastic response
•Effect of temperature
•Effect of strain rate
4
Standard Tensile Test Specimen
Different stages in the elongation of the specimen
5
Types of non-linear response:
Materials stress - strain response
Non-linear Elastic
6
Types of non-linear response:
Materials stress - strain response
Plastic
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Types of non-linear response:
Materials stress - strain response
Visco-elastic
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Types of non-linear response:
Materials stress - strain response
Visco-plastic
9
Models of uni-axial stress- strain curves:
•In a uni-axial tension test, the transition from linear-elastic response to inelastic response may be abrupt or gradual
Materials stress - strain response
Case 1: abrupt Case 2: gradual
10
Experimental stress-strain curves; case 1
Materials stress - strain response
•For an abrupt
transition, the change is identified by the “kink”
in the stress strain curve and the stress level at this point is called the yield stress
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Experimental stress-strain curves; case 2
Materials stress - strain response
•In the case of gradual
transition, the yield stress is arbitrary defined as the stress corresponding to a given permanent strain εs (usually εs=0.002) that
remains upon unloading along a straight line path BB` parallel to AA`
12
Idealised stress-strain curves:
•Actual (experimental) stress-strain responses are difficult to use directly in mathematical solutions to complex problems.
•Idealised models of material response are therefore used in practice.
•For the two uni-axial cases described here, the
idealised models are presented and compared with their corresponding actual response
Materials stress - strain response
13
Idealised vs actual stress-strain curves; case 1
Elastic-Perfectly Plastic model
Materials stress - strain response
Corresponding actual response
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Idealised vs actual stress-strain curves; case 2
Elastic Strain-Hardening Model
Materials stress - strain response
Corresponding actual response
15
Further Idealised stress-strain curves!:
•Sometimes the deformation imposed on a material may be so large that the elastic strain is a small
fraction of the total strain. In such cases the elastic strain may have a negligible effect on the analysis.
•If this is the case further idealisation to the stress strain curves are possible (rigid-plastic models)
•This procedure will result in “rigid-perfectly plastic” and “rigid-strain-hardening” in cases 1 and 2 respectively
Materials stress - strain response
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Materials stress - strain response
Case 1
rigid elastic-perfectly plastic
Case 1;
rigid elastic-
strain hardening
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Materials stress - strain response
The Bauschinger effect
This is defined as the
change in material response under reverse loading
following the tensile load- unload history; presented by dashed curves replacing
the solid lines
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Materials stress - strain response
Non-linear elastic vs Plastic Response
•In non-linear elastic
response there is always a unique relation between stress and strain
throughout the load history
•for plastic response
there may be more than one value of strain for each value of stress`
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Materials stress - strain response
Non-linear Inelastic vs Plastic Response
•If a plastic material is loaded into the inelastic region and then unloaded, a given value of stress may correspond to two values of strain, one for
application of the load and one for removal of the load
•This implies that plastic material response is “path dependent”
whereas elastic material response is
“path independent”
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Types of stress - strain models
idealised formulation and examples of application
1) Perfectly elastic model:
The material responding to load like a linear spring with stiffness E; there is a limit to the stress the material can sustain, after which it breaks; permanent
deformation, if any, is negligible Used to model the behaviour of brittle materials such as glass, ceramics, and some cast irons
21
Types of stress - strain models
idealised formulation and examples of application
2) Rigid Perfectly plastic model:
infinite value of E by definition; at limit stress of yield (Y) undergoes deformation at same stress level;
when the load is released undergoes permanent
deformation with no elastic recovery
Used to model the behaviour of materials exhibiting large plastic deformation with negligible
hardening
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Types of stress - strain models
idealised formulation and examples of application
3) Elastic Perfectly plastic model:
a combination of the previous models; has a finite elastic
modulus; at limit stress of yield (Y) undergoes deformation at same stress level; undergoes
elastic recovery when the load is released
Used to model the behaviour of materials exhibiting some plastic deformation with negligible
hardening
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Types of stress - strain models
idealised formulation and examples of application
4) Rigid strain hardening model:
infinite value of E by definition; at yield (Y) requires increasing stress to undergo further strain; its “flow stress” increases with increasing strain; no elastic recovery when the load is released
Used to model the behaviour of materials exhibiting large plastic deformation with linearly hardening (Ep) characteristic
24
Types of stress - strain models
idealised formulation and examples of application
5) Elastic strain hardening model:
Finite elastic modulus; at yield (Y) requires increasing stress to
undergo further strain; its “flow stress” increases with increasing strain; undergoes elastic recovery when the load is released
Used to model the behaviour of materials exhibiting plastic
deformation with linearly hardening (Ep) characteristic
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idealised stress-strain models
Summary
Perfectly elastic | rigid-perfectly plastic | elastic-perfectly plastic
Rigid-
strain hardening
elastic-
strain hardening
|
|
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idealised stress-strain models
comment
The appropriate model to be used for many
engineering materials depends not only on the type of material but it is also determined by the conditions of application such as temperature, loading characteristics and the type of analysis performed
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Effect of strain hardening exponent on the shape of stress strain curve
Materials stress - strain response
n=0; rigid-perfectly plastic n=1; elastic
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Effect of temperature on stress strain curve
Materials stress - strain response
Temperature affects:
•The modulus of elasticity
•The yield stress
•The ultimate tensile strength
•The toughness
of most engineering materials
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True Stress
True Stress - - True strain; True strain;
definitions definitions
True stress: the ratio of load to the true carrying area
; A: instantaneous area True strain: the complete tension test may be regarded as a series of incremental tension tests where for each succeeding increment, the original specimen is a little longer than the previous one. Thus true strain (also
termed natural or logarithmic strain), ε, can be defined as:
A
= P σ
⎟⎟ ⎠
⎜⎜ ⎞
⎝
= ⎛
= ∫
0
ln
0
l
l l
l
l
ε
ε d
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True Stress
True Stress - - True strain; True strain;
Hints Hints
•For small values of engineering strain:
since
•For large strains, however, the values diverge rapidly
•Based on “volume constancy”, the volume of a metal specimen in the plastic region of the test remains
constant. Hence, the true strain within the uniform elongation range can be expressed as:
ε
=
e ln ( 1 + e ) = ε
⎟ ⎠
⎜ ⎞
⎝
= ⎛
⎟ ⎠
⎜ ⎞
⎝
= ⎛
⎟ ⎠
⎜ ⎞
⎝
= ⎛
⎟⎟ ⎠
⎜⎜ ⎞
⎝
= ⎛
D D D
D A
A
0 0 2 00
ln 2 ln
ln ln l
ε l
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True Stress
True Stress - - True strain; True strain;
the importance in metal working the importance in metal working
Assume that a tension specimen is elongated to twice its original length. This deformation is equivalent to compressing a specimen to one half its original height:
and where as: and
thus
only
true strain is the correct measure of strain69 .
= 0
ε
tε
c= − 0 . 69
0 .
= 1
e
te
c= − 0 . 5
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True Stress
True Stress - - True strain; True strain;
the importance; an extreme example the importance; an extreme example
Assume that a specimen, 10 mm in height is
compressed to a final thickness of zero! We have:
where as:
We have deformed the specimen infinitely which is exactly what the value of true strain indicates. Thus again,
only
true strain is the correct measure of strain−∞
c
=
ε e
c= − 1 . 0
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True Stress
True Stress - - True strain curves True strain curves
The relation between engineering and true values for stress and strain can be used to construct the true- stress-true-strain curves from the engineering stress-
strain or load displacement curves Exercise
assume a load displacement curve for a tensile specimen. Construct first engineering stress-strain curve from the assumed data, then construct the true
stress-true strain curve from the engineering curve
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True Stress
True Stress - - True strain curves True strain curves
For convenience, a true stress-true strain curve is typically approximated by the equation
the equation does not indicate the elastic region or the yield point as these quantities are readily available
from the engineering stress strain curve
(due to very small strains at yield and below, the true strain is no different from engineering strain)
K ε
nσ =
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True Stress
True Stress - - True strain curves True strain curves
K ε
nσ =
•True stress-true strain curve in tension; unlike in an engineering stress-strain curve, the slope is always positive, and decreases with increasing strain
•Although stress and strain are proportional in the elastic range, the total curve can be
approximated by the power
expression; Y is the yield stress and Yf is the flow stress
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True Stress
True Stress - - True strain curves True strain curves
The approximate equation can be rewritten as:
ε σ log log log = K + n
•True stress-true strain curve plotted on a log- log scale
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True Stress
True Stress - - True strain curves True strain curves
True stress-true strain curve in tension for a typical material on a log-log scale; note the large difference in
the slopes in the elastic and plastic ranges
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Typical values of K and n at room Typical values of K and n at room
temperature
temperature
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True Stress
True Stress - - True strain True strain
•True stress-true strain curves in tension at
room temperature for various metals; the
point of intersection of each curve at ordinate is the yield stress;
(possible mismatch with data table is due to different sources)
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Strain rate:
•whereas the deformation rate may be defined as the speed at which a tension test is being carried out, the strain rate is a function of the geometry of the specimen.
Engineering strain rate
True strain rate
Engineering and true strain rate
( )
0 0
0
0
1
l l
l l
l
& l v
dt d dt
d dt
e de − = =
=
=
( )
[ ]
l l
l l
& l v
dt d dt
d dt
d = = =
= ε ln
01
ε
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Effect of strain rate and temperature
Effect of strain rate and temperature on ultimate strength:
•As temperature
increases, the slope increases.
•Thus tensile strength becomes more sensitive to strain rate as
temperature increases (graph for aluminium)
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Materials stress - strain response
Effect of monotonic pre-straining
•Monotonic pre-straining modifies the
subsequent stress-strain response of most metallic materials.
•One phenomenon is called “the Bauschinger” effect
•It is often observed that, after plastic
deformation in tension and when the loading direction is reversed, the material re-yields at a lower stress
43
Materials stress - strain response
The Bauschinger effect
This is defined as the
change in material response under reverse loading
following the tensile load- unload history; presented by dashed curves replacing
the solid lines
44
Bauschinger effect in an aluminium alloy
Isotropic hardening response
♦When the yield surface expands uniformly during plastic flow, isotropic hardening
occurs, with no change in shape or translation of the surface.
♦Yielding in compression then takes place when:
max
"
σ
σ
y= −
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Isotropic hardening response
max
"
σ
σ
y= −
46
Bauschinger effect in an aluminium alloy
Kinematic hardening response
♦When the yield surface simply translates, kinematic hardening occurs
♦Yielding in compression then takes place when:
' max
"
2
yy
σ σ
σ = −
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Kinematic hardening response
' max
"
2
yy
σ σ
σ = −
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Bauschinger effect in an aluminium alloy
Real hardening response
♦Real materials tend to exhibit both expansion and translation
♦For aluminium alloy 2024(shown), typical for most metallic alloys, neither the isotropic nor the kinematic hardening models represent the real response and more complex models
such as mixed hardening can be developed
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Various tensile compressive Various tensile compressive
responses responses
Stress and strain response of an aluminium alloy
subjected to tensile, then compressive loading; real and mathematical
models; note the pre-straining effect on the responses
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Bauschinger
Bauschinger effect factor effect factor
Bauschinger effect factor, defined as the ratio of compressive yield to tensile yield, for various hardening behaviours;
Ref.: Garcia Granada, UoB 2000
Article 1:
Article 1:
Stress / Stain response of Metallic Materials Stress / Stain response of Metallic Materials
(Some Related Aspects)
(Some Related Aspects)
52
The Outline of Engineering The Outline of Engineering
Materials Materials
•Ferrous Metals:
Carbon, Alloy, Stainless, tool and die steels•Non-ferrous Metals and Alloys:
Aluminium,Magnesium, Copper, Nickel, Titanium, Supper alloys, Beryllium, Zirconium, Low-melting alloys and Precious metals
•Plastics:
Thermoplastics, Thermosets and Elastomers•Ceramics:
Glass ceramics, Glasses, Graphite and Diamond•Composite (Engineered) Materials:
Reinforced plastics, Metal-matrix & Ceramic-matrix composites andhoneycomb structures
•New Materials:
Nanomaterials, Shape-memory alloys, Amorphous alloys, Superconductors, etc.53
Forefront of Usage of New Forefront of Usage of New
materials materials
The aluminium body structure; Audi A8
The aluminium body structure; Audi A8
54
Properties of Materials Properties of Materials
•Mechanical Properties:
Strength, Toughness, Ductility, hardness, Elasticity, fatigue and creep resistance•Physical Properties :
Density, Specific heat, Thermal expansion, Thermal conductivity, Melting point, Electrical and Magnetic properties•Chemical Properties :
Oxidation, Corrosion, Degradation of Properties, Flammability, Phase stability•Manufacturing Properties :
(manufacturingpossibility): Casting, Forming, Shaping, Machining, Welding, etc
•Other (crossed) properties:
strength-to-weight ratio, stiffness-to-weight ratio, heat treatment related issues, etc.55
Selecting Manufacturing Processes Selecting Manufacturing Processes
•Casting:
Expandable and Permanent mold•Forming and Shaping :
Rolling, Forging, Extrusion, Drawing, Sheet forming, Powder metallurgy•Machining :
Turning, Boring, drilling, milling, planing,shaping, Broaching, Grinding, Ultrasonic machining, Chemical, Electrical and Electro-chemical machining, High-energy beam machining
•Joining :
Welding, Brazing, Soldering, Diffusion bonding, adhesive bonding, mechanical joining•Finishing:
Honing, Lapping, Polishing, Burnishing, Deburring, Surface treating, Coating, Plating56
Various methods of making a Various methods of making a
simple part simple part
Casting;
Powder metallurgy
Forging;
Upsetting
Extrusion
Machining
Joining
Same part,
Several processes!
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The State of Stress in Metal Working Processes
Expansion of a thin-walled spherical shell under internal pressure
Drawing a round bar to reducing a diameter
Deep drawing of sheet with a punch and die to make a metal cup
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How to select a material
(main characteristics)
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Ceramic-Composite Armor
Projectile
Outer hard skin
Ceramic- Discontinuous
Inner ductile skin
Personnel and
Equipment
Ceramic Armor System
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Residual stresses in welded
joint
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Residual Stress Relaxation Basic theoretical
approximation
YieldingApplied Stress
+
- Sy
Sy
A
B
C
Mechanic al relaxation Stress
A: Initial stress distribution
B: Applic ation of uniform tensile forc e
C:Final residual stress distribution after removal of tensile forc e
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Deep Hole Drilling
Drilling bit
Air probe
EDM electrode
Air probe
Gun-drilling Diameter measurement
Diameter measurement Trepanning
z x
z x
z x
z x
63
WPS cycles
LLCFCF LLCUFCUF LLUCFUCF
Temperature Load
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Influence of pre
Influence of pre - - load on subsequent load on subsequent response
response
•When there is the development of localised plasticity, e.g. at stress concentrations, the Bauschinger effect has a strong influence on the level of residual stress generated in the vicinity of the stress concentration
•For example, proof and overloading induces local residual stress, the magnitude of which depends strongly on material response on unloading after pre-loading
65
Cleavage Fracture
The “Weakest link” theory:
failure of a body commences when its
weakest element (link) fails.
66
Probability of failure and SIF
Stress Intensity Fac tor
Frequency
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Triaxiality (factor); Definition
( ) ( ) ( )
[
1 3 2]
122 3 2
2 2 1
3 2
1
3 2
σ σ
σ σ
σ σ
σ σ
σ
− +
− +
−
+
= + T
fThe ratio of hydrostatic stress to Von Mises equivalent stress in a triaxial stress state:
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Ramberg-Osgood material
model
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Fatigue (Cause)
Cyclic Loading
σ mean = σ max + σ min 2
σ range = σ max − σ min σ amplitude = σ max − σ min
2 Stress Ratio, R = σ min
σ max Rotating Machinery
Airframes, Bridges, Tanks, etc,
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( 1 ) 0
2 cosh 3
2
1 * 2 3 *22
= +
⎟ −
⎟
⎠
⎞
⎜ ⎜
⎝
⎛ −
⎟ +
⎟
⎠
⎞
⎜ ⎜
⎝
= ⎛
Φ q p q f
f q q
y
y
σ
σ
q: Von Mises stress
P: Hydrostatic pressure σ
y:Yield stress
q
1,q
2,q
3needs to be calibrated f* is a void volume fraction