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7/31/2019 494 Lec 21 FailThry1
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 1
CASE STUDY #6-1 Let’s Compare
Aluminum and
DETAILS:
Components (Beams)
How does the shape of the beams differ?
Why use rivets instead of welding aluminum?
What would explain these differences?
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 2
FAILURE THEORY FOR STATIC LOADING
Failure
Theory
State of
σ and ε
for any case
UniaxialTest
Results
MacroscopicMaterial
Behavior
MicroscopicMaterial
Behavior
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 3
TENSILE
BEHAVIOR of
METALS
Region 1-Elastic
Behavior
Interest in Design:
Recoverable deformation
Design considerations: Physical property, E, G and ν (i.e.
all steels have same stiffness )
Primary control from geometry
Region 2-Limited Plasticity
Interest in Design:
Limit for elastic behavior, SP or SY
Localized yield
Design considerations:
Processing (cold work, alloying, precipitation hardening )
Trade off between strength and ductility
Region 3-Large Scale Plasticity (or NOT)
Interest in Design:
Forming operations
Energy absorption (toughness, collapse load )
Design considerations:
Toughness is a compromise between ductility and strength
Avoid loss of toughness (brittle behavior )
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 4
MICRO (& MACRO ) SCOPIC BEHAVIOR
DUCTILE vs. BRITTLE
BEHAVIOR
Material
under stress
can either
YIELD or
CLEAVE
CLEAVAGE
Fracture across atomic interface
Driven by NORMAL STRESS (σ)
Usually related to BRITTLE behavior
Limited necking
YIELD
Slip – movement of dislocations
Driven by SHEAR STRESS (τ)
Usually related to DUCTILE behavior
Necking before fracture
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 5
DUCTILE BEHAVIOR
Most metals have crystal lattice structure (BCC,
FCC, HCP )
Ductile metals will SLIP
before CLEAVING
The Metallurgists were confused:
The theoretical slip strength of IRON is 1,500 ksi
The measured slip strength of IRON is 3 ksi
How can this be explained????? DISLOCATIONS!!!!
Proposed in 1934, Orowan, Polanyi and Taylor
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 6
On microstructural level
plastic deformation is due to
movement of dislocations
Dislocations are
imperfections in the lattice
structure (edge or screw type)
Dislocation movement is
driven by shear stress (τ)
Dislocation continuesto move until it
reaches grain
boundary or material
surface
On macroscopic scale
dislocation movement is seen as yielding or plastic
deformation
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 7
Most pure metals are very ductile
Metal is strengthened by Pinning Dislocations
Pinning of dislocations increases:
Hardness
Yield strength
Ultimate tensile strength
Fatigue strength (Up to a point!! )
But decreases:
Ductility
Absorption of
mechanical energy
BRITTLE BEHAVIOR
Reasons for BRITTLE BEHAVIOR:
Inherent characteristics (ceramics, cast iron )
Excessive cold work or alloying elements (carbon
in iron )
High strain rates or Low temperatures
(dislocation movement is restricted ) Environment (Stress Corrosion Cracking,
Hydrogen Embrittlement, Intergranular corrosion )
Presence of crack-like defect-Fracture mechanics
(Last stage of fatigue failure )
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 8
WHAT IS FAILURE?
BRITTLE MATERIAL
NOTE: Fracture surface shows CLEAVAGE fracture▲:
Flat smooth surfaces
Sharp edges of fracture planes
DUCTILE MATERIAL
NOTE: Fracture surface shows DUCTILE failure▲:
Dimples from coalescence of micro-voids
Sharp edges from final plastic failure of ligaments
http://oregonstate.edu/instruct/engr322/Homework/Previous/S09/ENGR322HW7.html
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 9
Untested SpecimenGray Cast iron
7075-T651 Aluminum
Compression
Tension
CASE STUDY #6-1 Aluminum and
MACROSCOPIC BEHAVIOR
What does this tell you?
Gray Cast Iron
2024 T351 Aluminum
Torsion Test
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 10
X500
X90
X1.5x104
MICROSCOPIC BEHAVIOR
Microstructure
(Aluminum & )
Response to loading: Ductile or Brittle behavior?
Failure by cleavage or slip?
A. Pearlite: Laminations
of carbide & iron
B. Ferrite: Relatively pure
iron
C. Graphite Flakes: high
level of carbon
X500
X100
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 11
1060-O UTS = 12.5 ksi
YS = 3 ksi RA = 91 %
Gray Iron Tens. Strength Comp. Strength
ASTM Class # (ksi) (ksi)
20 22 83
30 31 109
40 42.5 140
50 52.5 164
60 62.5 187
TENSION TEST: Stress-Strain Behavior
Aluminum
What does this tell you?
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 12
Behavior: Gray
QUESTION: What are DARK GRAY areas on
fracture surface?
Fracture
Surface
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 13
Behavior: Aluminum
High magnification
micrograph of central
region of cup-and-cone
failure
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 14
1060-O UTS = 12.5 ksi
YS = 3 ksi RA = 91 %
Shotgun Quiz
How do you:
Make Gray less brittle?
Make Aluminum less
ductile?
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 15
To increase ductility change
shape of graphite zones
vs. DUCTILE IRON
DUCTILE IRON
Fracture Surface Failed Torsion Specimen Tension Test Results
A. Pearlite: Laminations
of carbide & iron
B. Ferrite: Relatively pure
iron
C. Graphite Flakes: high
level of carbon
Elongation: 0.06%
X500
D. Pearlite: Laminations
of carbide & iron
E. Ferrite: Relatively pure
iron
F. Graphite Spheres: high
level of carbon
Elongation: 18%
X500
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 16
To increase strength pin dislocations
Tension Test 2024 Aluminum
Tension Test Pure Aluminum
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 17
Shotgun Quiz SOME QUESTIONS:
Is a BRITTLE material bad?
Are there advantages to
BRITTLE behavior?
Is a DUCTILE materialgood?
Are there disadvantages
to DUCTILE behavior?
Can we have it both ways?
Failure of case
hardened shaft
http://www.engr.sjsu.edu/wofmate/failshaft.htm
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ME 494 Failure Modes of Engineering Materials
Sec. 6-1 Failure Theory Pt. 1 Page 18