[email protected] engr-45_lec-15_metal_mechprop-2.ppt 1 bruce mayer, pe engineering-45:...
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[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt1
Bruce Mayer, PE Engineering-45: Materials of Engineering
Bruce Mayer, PELicensed Electrical & Mechanical Engineer
Engineering 45
Mechanical Mechanical Properties of Properties of
Metals (2)Metals (2)
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt2
Bruce Mayer, PE Engineering-45: Materials of Engineering
Learning Goals.1 – Mech PropsLearning Goals.1 – Mech Props
STRESS and STRAIN: • What they are and why they are they used
instead of LOAD and DEFORMATION
ELASTIC Behavior• How much deformation occurs when Loads
are SMALL?
• Which materials deform least
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt3
Bruce Mayer, PE Engineering-45: Materials of Engineering
Learning Goals.2 – Mech PropsLearning Goals.2 – Mech Props
PLASTIC Behavior• Determine the point at which Dislocations
cause PERMANENT deformation
• Which materials are most resistant to Permanent Deformation
TOUGHNESS and DUCTILITY• What they are
• How to Measure them
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt4
Bruce Mayer, PE Engineering-45: Materials of Engineering
Properties of Solid MaterialsProperties of Solid Materials
Mechanical: Characteristics of materials displayed when forces and/or torques are applied to them.
Physical: Characteristics of materials that relate to the interaction of materials with various forms of energy.
Chemical: Material characteristics that relate to the structure of a material.
Dimensional: Size, shape, and finish
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt5
Bruce Mayer, PE Engineering-45: Materials of Engineering
Material PropertiesMaterial Properties Chemical Physical Mechanical Dimensional
Composition Melting Point Tensile properties Standard Shapes
Microstructure Thermal Toughness Standard Sizes
Phases Magnetic Ductility Surface Texture
Grain Size Electrical Fatigue Stability
Corrosion Optical Hardness Mfg. Tolerances
Crystallinity Acoustic Creep
Molecular Weight Gravimetric Compression
Flammability
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt6
Bruce Mayer, PE Engineering-45: Materials of Engineering
Recall ELASTIC DeformationRecall ELASTIC Deformation Apply/Remove a SMALL Force-Load to a Specimen
1. Initial 3. Unload
return to initial
2. SMALL load
bonds stretch
F
• F Force Load
(lb or N) Deformation in
Response to the Load (in or m)
F
Linear- elastic
Non-Linear-elastic
ELASTIC means REVERSIBLE
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt7
Bruce Mayer, PE Engineering-45: Materials of Engineering
Recall PLASTIC DeformationRecall PLASTIC Deformation Apply/Remove a LARGE Force Load to a Specimen
PLASTIC means PERMANENT
1. Initial 3. Unload
PlanesStillSheared
& planes
2. LARGE load
bonds stretch
shear
F
elastic+plasticplastic
F
linear elastic
linear elastic
plastic
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Bruce Mayer, PE Engineering-45: Materials of Engineering
Plastic Deformation Plastic Deformation -- Simple Tension Test (Temperature <Tmelt/3)
TensileStress,
engineering strain,
Elastic+Plastic at larger stress
Elastic initially
permanent (plastic) after load is removed
P
plastic strain
Elastic Recovery
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt9
Bruce Mayer, PE Engineering-45: Materials of Engineering
YIELD Strength, YIELD Strength, yy Define YIELD Strength as the Stress at Which
NOTICEABLE Plastic Deformation Occurs• Define NOTICEABLE as 0.2% → P = 0.002 (0.2%)
tensi
le s
tress
,
engineering strain, P = 0.002
y σy ≡ Yield Strength
• For Matl’s WithOUt a well Defined Yield Pt σy = σ(ε = 0.2%)
For a 2” gage-length• ΔL = 2”•0.002
= 0.004” (0.1 mm)
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt10
Bruce Mayer, PE Engineering-45: Materials of Engineering
Graphite/ Ceramics/ Semicond
Metals/ Alloys
Composites/ fibersPolymers
Yield
str
en
gth
, y (M
Pa)
PVC
Ha
rd t
o m
ea
sure,
si
nce in
ten
sion
, fr
actu
re u
sually
occu
rs b
efo
re y
ield
.
Nylon 6,6
LDPE
70
20
40
6050
100
10
30
200
300
400500600700
1000
2000
Tin (pure)
Al (6061)a
Al (6061)ag
Cu (71500)hrTa (pure)Ti (pure)aSteel (1020)hr
Steel (1020)cdSteel (4140)a
Steel (4140)qt
Ti (5Al-2.5Sn)aW (pure)
Mo (pure)Cu (71500)cw
Ha
rd t
o m
ea
sure
, in
cera
mic
matr
ix a
nd
ep
oxy m
atr
ix c
om
posi
tes,
sin
ce
in
ten
sion
, fr
actu
re u
sually
occu
rs b
efo
re y
ield
.HDPEPP
humid
dryPC
PET
¨ Room T values
Based on data in Table B4,Callister 6e.a = annealedhr = hot rolledag = agedcd = cold drawncw = cold workedqt = quenched & tempered
Yield Strength: ComparisonYield Strength: Comparison
y,ceramics >> y,metals >> y,polymers
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt11
Bruce Mayer, PE Engineering-45: Materials of Engineering
TENSILE/ULTIMATE Strength TENSILE/ULTIMATE Strength Define TENSILE/ULTIMATE Strength (TS/σu)
as the MAX-σ Point on the σ-ε Curve
• Metals: occurs when noticeable NECKING starts
• Ceramics: occurs when CRACK PROPAGATION starts
• Polymers: occurs when POLYMER BACKBONES are aligned and about to break
engineering strain
en
gin
eeri
ng
str
ess
y
TS
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Bruce Mayer, PE Engineering-45: Materials of Engineering
Room T valuesSi crystal<100>
Graphite/ Ceramics/ Semicond
Metals/ Alloys
Composites/ fibersPolymers
Ten
sile
str
en
gth
, TS
(MPa
)
PVC
Nylon 6,6
10
100
200300
1000
Al (6061)a
Al (6061)agCu (71500)hr
Ta (pure)Ti (pure)aSteel (1020)
Steel (4140)a
Steel (4140)qt
Ti (5Al-2.5Sn)aW (pure)
Cu (71500)cw
LDPE
PP
PC PET
20
3040
20003000
5000
Graphite
Al oxide
Concrete
Diamond
Glass-soda
Si nitride
HDPE
wood( fiber)
wood(|| fiber)
1
GFRE(|| fiber)
GFRE( fiber)
CFRE(|| fiber)
CFRE( fiber)
AFRE(|| fiber)
AFRE( fiber)
E-glass fib
C fibersAramid fib
Based on data in Table B4,Callister 6e.a = annealedhr = hot rolledag = agedcd = cold drawncw = cold workedqt = quenched & temperedAFRE, GFRE, & CFRE =aramid, glass, & carbonfiber-reinforced epoxycomposites, with 60 vol%fibers.
Tensile Strength: ComparisonTensile Strength: Comparison
TSceramics TSmetals TScomp >>TSpolymers
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt13
Bruce Mayer, PE Engineering-45: Materials of Engineering
Ductility → Strain at Fracture Ductility → Strain at Fracture At Tensile Fracture Define Ductility
in Terms of ELONGATION
Lo LfAo Af
Plastic Strain AtTensile Failure
100%
o
of
L
LLEL
Engineering tensile strain,
Engineering tensile stress,
smaller %EL (brittle if %EL<5%)
Larger %EL(ductile if %EL>5%)
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt14
Bruce Mayer, PE Engineering-45: Materials of Engineering
Ductility → Strain at Fracture Ductility → Strain at Fracture Alternative Definition
is Reduction of Area
Lo LfAo Af
RA Ductility
100%
o
fo
A
AARA
Note: %RA and %EL Tend to Be Quite Comparable• Reason: crystal slip
does not change material VOLUME.
• %RA < %EL possible if internal voids form in neck.
• %EL is More Common Than %RA
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt15
Bruce Mayer, PE Engineering-45: Materials of Engineering
Desirable Mechanical Properties Desirable Mechanical Properties
Without Considering Such Factors Cost, Weight, Weldability, etc., The Typically Desired Combination of Strength and Ductility• HIGH σy
• HIGH %EL
σy, is the Mechanical DESIGN PARAMETER, not The Ultimate Strength• YIELDING
permanently deforms (bends) Structures; typically rendering them NON-functional
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt16
Bruce Mayer, PE Engineering-45: Materials of Engineering
Resilience → Energy Storage Resilience → Energy Storage Consider the σ·ε
Product
Now• F•δL has Units of
ENERGY (J)
• A•L has Units of Volume (cu-m)
Let U → J/m3
LA
LF
L
L
A
F
Next Consider the σ-ε Curve in the Elastic Range
d
dU
dε
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Bruce Mayer, PE Engineering-45: Materials of Engineering
Resilience cont.Resilience cont. In The Elastic Range
the Material Stretches and then Returns to the Original Size
Thus Define Resilience, Ur, as the REVERSIBLE Energy Storage• Ur → Area under σ·ε
curve in elastic Rng
In the Elastic Range
y
dU r
002.0
EddE
E
yy
y
&
so0.002&
Then the Ur Integral
EU
EdEU
yr
E
r
y
y
2
22
0
2
0
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Bruce Mayer, PE Engineering-45: Materials of Engineering
ToughnessToughness
smaller toughness- unreinforced polymers
Engineering tensile strain,
, E
ngin
eeri
ng
Tensi
le S
tress
smaller toughness (ceramics)
larger toughness (metals, some composites)
An Extension of RESILIENCE Beyond the Elastic Range to Plastic-Flow & Fracture
A Measure of the TOTAL Energy-per-Vol Absorbance Capability of a Material to the Total Plastic-Def. Area under the σ-ε curve
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Bruce Mayer, PE Engineering-45: Materials of Engineering
TRUE Stress & StrainTRUE Stress & Strain Engineering Stress
oAF • F Applied Pull
• Ao Original Area
But the Specimen NECKS-DOWN, Reducing the Area• So the TRUE Stress
• Ai Instantaneous Area = f(σ) or f(ε)
iT AF
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt20
Bruce Mayer, PE Engineering-45: Materials of Engineering
TRUE Stress & Strain contTRUE Stress & Strain cont Engineering Strain
oLL In the Instantaneous
Case (see Rt)
• Integrating
''' P Pti xdx d
i
i
o
T
LLT
L
Li
x
xdxd
0'ln
''0
L0
Li
Thus
oiT
oiT
LL
LL
ln
lnln
Original (UnLoaded)
Load at Instant “i”
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt21
Bruce Mayer, PE Engineering-45: Materials of Engineering
Engineering/True Stress/StrainEngineering/True Stress/Strain
For Strain
1ln
ln
ln
T
o
o
oiT
L
LL
LL
Now Assume Constant Material VOLUME
iioo LAL A )1(
)1(
; and
;
but ;
T
o
o
o
i
oi
o
i
o
i
ooo
iT
i
ooi
iT
L
LL
L
L
LLL
L
L
L
L
A
F
LA
FL
L
LAA
A
F
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt22
Bruce Mayer, PE Engineering-45: Materials of Engineering
Plastic Behavior → Plastic Behavior → --
Typical Metal
Stress
Strain
True Stress - Strain Curve
Engineering Stress - Strain Curve
Ultimate Tensile Strength
Fracture
Fracture
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt23
Bruce Mayer, PE Engineering-45: Materials of Engineering
Typ. Work-Hardening ParametersTyp. Work-Hardening Parameters For Most Metals, True Stress Increases
in the Plastic Range (not ElastoPlastic)• The Material “Hardens” as it is WORKED
Log (true plastic strain,)
Log
(tru
e st
ress
, )
MP
a
1.00.100.0100.0010
K
n
necking
fracture
nplasTplasT K ,,
KyLog intercept 01Note )(:
slope
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt24
Bruce Mayer, PE Engineering-45: Materials of Engineering
Strain-HardeningStrain-Hardening
K Work-Hardening Prefactor in MPa or Ksi n Work-Hardening Exponent (unitless)
Material Yield Stress(MPa)
UltimateStress (MPa)
ElasticModulus(MPa)
K(MPa)
n
1020 Steel 300 420 207000 530 0.264340 Steel 400 600 207000 640 0.152024 Al Alloy 350 400 72000 690 0.16304 Stainless Steel 210 550 185000 1275 0.4570/30 Brass 75 300 110000 900 0.49
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt25
Bruce Mayer, PE Engineering-45: Materials of Engineering
Elastic RecoveryElastic Recovery When a material is
released prior to fracture:• Some of the total
energy is stored elastically
• Some is absorbed by the plastic deformation
• The plastic deformation energy represents the lattice strains.
The elastic energy will be recovered once the material is released• i.e., the material
will unstretch
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt26
Bruce Mayer, PE Engineering-45: Materials of Engineering
Elastic Recovery cont.Elastic Recovery cont.
Elastic Energy, Ur
13
2
To determine the amount that the material recovers:1. draw a line
PARALLEL to the elastic modulus line that goes back to the strain axis
2. The difference in strains provides the recovered length
3. The area under this line is the recovered energy
[email protected] • ENGR-45_Lec-15_Metal_MechProp-2.ppt27
Bruce Mayer, PE Engineering-45: Materials of Engineering
HardnessHardness
Short Definition = Resistance to Penetration
Metals HandBook
"Resistance of metal to plastic deformation, usually by indentation. However, the term may also refer to stiffness or temper, or to resistance to scratching,
abrasion, or cutting. It is the property of a metal, which gives it the ability to resist being permanently, deformed (bent, broken, or have its shape changed), when a load is applied. The greater the hardness of the metal, the
greater resistance it has to deformation.
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Bruce Mayer, PE Engineering-45: Materials of Engineering
Hardness, cont.Hardness, cont. Hardness Resistance to Plastic Indentation LARGE Hardness Indicates Properties:
• Resistance to plastic deformation or cracking when loaded in COMPRESSION
• Better Wear Resistance
e.g., 10mm sphere
apply known force (1 to 1000 kg)
measure size of indent after removing load
dDSmaller indents mean larger hardness
increasing hardness
most plastics
brasses Al alloys
easy to machine steels file hard
cutting tools
nitrided steels diamond
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Bruce Mayer, PE Engineering-45: Materials of Engineering
WhiteBoard WorkWhiteBoard Work
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Bruce Mayer, PE Engineering-45: Materials of Engineering
Elastic Strain RECOVERYElastic Strain RECOVERY
Ur
ParallelLines
When a Post-Yield Load is Removed the Material Recovers along a Line PARALLEL to the initial ELASTIC extension Line