[PPT]MECHANICAL PROPERTIES OF METAL - Mechanical ... · Web viewDirect Stress Examples Tension...
Transcript of [PPT]MECHANICAL PROPERTIES OF METAL - Mechanical ... · Web viewDirect Stress Examples Tension...
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Mechanical Properties of Metals
0.0100.0080.0060.0040.0020.0000
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200
300
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500
CONTINUED
Stre
ss (M
Pa)
Strain
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Mechanical Properties• Stiffness - Elastic Modulus or Young’s Modulus (MPa)• Strength - Yield, Ultimate, Fracture, Proof, Offset Yield.
Measured as stress (MPa)• Ductility - Measure of ability to deform plastically without
fracture - Elongation, Area Reduction, Fracture Strain - (no units or mm/mm)
• Toughness, Resilience - Measure of ability to absorb energy (J/m3).
• Hardness - Resistance to indentation/abrasion (Various scales, e.g.; Rockwell, Brinell, Vickers.)
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Stress and Strain• In a simplistic sense, stress may be thought of
as Load/Area.• Similarly, strain is the deformation of the
component/original length.• A stress may be direct, shear, or torsional -
leading to corresponding deformations.• Stress cannot be measured directly, but
deformation can be.
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Direct Stress ExamplesLoad, P
P
Area Ao
Lo
L/2
L/2
Direct Stress - Tension
Load, P
P
Area Ao
Lo
L/2
L/2
Direct Stress - Compression
S PAo
e LLo
Engineering Stress
Engineering Strain
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Tension Test
Typical Universal Testing Machine
ExtensometerMeasures L
Measures P
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Modern Materials Testing System
HydraulicWedge Grips
SpecimenExtensometer
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ASTM Tension Test Specimen
0.505" Dia
2” Gauge Length
Ao=0.20 in2
Lo
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Raw Data ObtainedLo
ad, P
(kN
)
Elongation, L (mm)
Uniform DeformationTotal Elongation
ElasticDeformation
X
Maximum Load, Pmax
Load, Pf
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Engineering Stress-Strain CurveElongation
0.2% offset yield stress
Proportional Limit
E
E
(Ultimate)
Engineering Strain, e = L/Lo)
Engi
neer
ing
Stre
ss, S
=P/A
o Sy
Su
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Duke’s Quick Tip!
• Express Load in Newtons (N) and Area in mm2 to get Stress in MPa.
• Mechanical properties of metals are almost always given in MPa or ksi.
• Imperial units: Load in kips (1000 lbf) & Area as in2 gives Stress in ksi (kips/in2)
• 1000 psi = 1 ksi = 6.89 MPa
Nmm2 MPa
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Hooke’s Law Elastic Deformation
• Elastic deformation is not permanent; it means that when the load is removed, the part returns to its original shape and dimensions.
• For most metals, the elastic region is linear. For some materials, including metals such as cast iron, polymers, and concrete, the elastic region is non-linear.
• If the behavior is linear elastic, or nearly linear-elastic, Hooke’s Law may be applied:
• Where E is the modulus of elasticity (MPa)S Ee
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Modulus of Elasticity - Stiffness
0.0100.0080.0060.0040.0020.0000
100
200
300
400
500
CONTINUED
Stre
ss (M
Pa)
Strain
E Se
(300 0)MPa(0.015 0.0)
2x105 MPa
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Atomic Origin of Stiffness
Strongly Bonded
Weakly Bonded
Net
Inte
rato
mic
For
ce
Interatomic Distance
E dFdr
ro
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Shear Stress and Strain
Shear Stress, Shear Strain,
shear stress, = Shear Load / Areashear strain, = angle of deformation (radians)shear modulus, G = /(elastic region)
GShea
r Stre
ss
Shear Strain
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Elastic Properties of Materials• Poisson’s ratio: When a metal is strained in
one direction, there are corresponding strains in all other directions.
• For a uniaxial tension strain, the lateral strains are constrictive.
• Conversely, for a uniaxial compressive strain, the lateral strains are expansive.
• i.e.; the lateral strains are opposite in sign to the axial strain.
• The ratio of lateral to axial strains is known as Poisson’s ratio, .
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Poisson’s Ratio,
ex
ez
ey
ezFor most metals, 0.25 < < 0.35in the elastic range
Furthermore:
E 2G(1 )
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Plastic DeformationSt
ress
Strain0.002 0.002 0.002
Sy
Sy
Sy
Elastic Plastic
Most Metals - Al, Cu Clad Al-Alloys Low carbon Steel
Elastic PlasticElastic Plastic
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Microstructural Origins of Plasticity
• Slip, Climb and Slide of atoms in the crystal structure.• Slip and Climb occur at Dislocations and Slide occurs
at Grain Boundaries.
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Elastic and Plastic StrainSt
ress
StrainPlastic
Elasticeeep
P
Total Strain
(e,S) e ee ep
ee SE
ep e ee
The 0.2% offset yield stressis the stress that gives a plastic(permanent) strain of 0.002.
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Elastic Recovery
Strain
Stre
ss
Loading
Unloading
Loading
Unloading
Reloading
elastic strainStrain
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Ductility - EL% & AR%
• Elongation
• Area Reduction
EL% L f Lo
Lo x 100
AR% Ao A f
Ao x 100
Lo
Ao
Lf
Af
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Ductile Vs Brittle Materials• Only Ductile materials will exhibit necking.• Ductile if EL%>8% (approximately)• Brittle if EL% < 5% (approximately)
X
XXA
B C
XD Brittle DuctileA & B C & D
Engi
neer
ing
Stre
ss
Engineering Strain
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Toughness & Resilience
• Toughness: A measure of the ability of a material to absorb energy without fracture. (J/m3 or N.mm/mm3= MPa)
• Resilience: A measure of the ability of a material to absorb energy without plastic or permanent deformation. (J/m3 or N.mm/mm3= MPa)
• Note: Both are determined as energy/unit volume
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Toughness, Ut
Engineering Strain, e = L/Lo)
Engi
neer
ing
Stre
ss, S
=P/A
o
X
Ut S deo
e f
(Sy Su )
2EL%100
SuSy
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X
Resilience, Ur
Engineering Strain, e = L/Lo)
Engi
neer
ing
Stre
ss, S
=P/A
o
Ur S deo
e y
Sy ey
2
Sy
2
2E
SuSy
E
ey
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Typical Mechanical Properties
Material Yield Stress(MPa)
UltimateStress (MPa)
DuctilityEL%
Elastic Modulus(MPa)
Poisson’sRatio
1040 Steel 350 520 30 207000 0.301080 Steel 380 615 25 207000 0.302024 Al Alloy 100 200 18 72000 0.33316 Stainless Steel 210 550 60 195000 0.3070/30 Brass 75 300 70 110000 0.356-4 Ti Alloy 942 1000 14 107000 0.36AZ80 Mg Alloy 285 340 11 45000 0.29
Metals in annealed (soft) condition