MSE 3300-Lecture Note 11-Chapter 07 Dislocation and Strengthening Mechanisms
Transcript of MSE 3300-Lecture Note 11-Chapter 07 Dislocation and Strengthening Mechanisms
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MSE 3300 / 5300 UTA Spring 2015 Lecture 11 -
Lecture 11. Dislocations andStrengthening Mechanisms (1)Learning Objectives
After this lecture, you should be able to do the following:
1. Understand how plastic deformation occurs by the motion of
dislocations in response to applied shear stresses.
2. Understand slip systems: slip plane and slip direction
3. Describe slip in single crystals: resolved shear stresses
Reading
• Chapter 7: Dislocations and Strengthening Mechanisms (7.1–7.7)
Multimedia
• Virtual Materials Science & Engineering (VMSE):
http://www.wiley.com/college/callister/CL_EWSTU01031_S/vmse/
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1. Elastic Deformation• Elastic deformation is nonpermanent: when the applied load is released, the
piece returns to its original shape (not breaking atomic bonds).
• Hooke’s Law
E [Pa]: Modulus of elasticity, or Young’s modulus
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Linear elastic deformation Nonlinear elastic deformation
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2. Plastic Deformation• Plastic deformation is irreversible.
• Elastic deformation of metals: up to strain of about 0.005
• Beyond this point, the stress is no longer proportional to strain, and plastic
deformation occurs.
• Breaking of bonds with original atom neighbors and reformation of bonds with
new neighbors.
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Mechanisms
• Crystalline solids: slip
(Section 7.2)
• Noncrystalline solids:
viscous flow mechanism
(Section 12.10)
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Elastic means reversible!
Elastic Deformation
2. Small load
F
δ
bondsstretch
1. Initial 3. Unload
return to
initial
F
δ
Linear-
elasticNon-Linear-elastic
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Plastic means permanent!
Plastic Deformation (Metals)
F
δ
linearelastic
linearelastic
δ plastic
1. Initial 2. Small load 3. Unload
planes
stillsheared
F
δ elastic + plastic
bonds
stretch& planesshear
δ plastic
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(at lower temperatures, i.e. T < T melt /3)
Plastic (Permanent) Deformation
• Simple tension test:
engineering stress,σ
engineering strain, e
Elastic+Plasticat larger stress
e p
plastic strain
Elasticinitially
Adapted from Fig. 6.10 (a),
Callister & Rethwisch 9e.
permanent (plastic)after load is removed
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1. Dislocations and Plastic Deformation
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• Two fundamental dislocation types: (1)
edge dislocation and (2) screw
dislocation
• Plastic deformation corresponds to themotion of large numbers of dislocation.
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Dislocation Motion: Edge Dislocation
Dislocation motion and plastic deformation
• Metals - plastic deformation occurs by slip: an edge dislocation (extra
half-plane of atoms) slides over adjacent plane half-planes of atoms.
• Slip: the process by which plastic deformation is produced bydislocation motion
• If dislocations can't move, plastic deformation doesn't occur!
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Dislocation Motion: Edge Dislocation
• Formation of a step on the surface of a crystal by the motion of an edge
dislocation
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Dislocation Motion: Screw Dislocation
• Formation of a step on the surface of a crystal by the motion of a screw
dislocation
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2. Slip Systems
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• Slip system: (1) slip plane and (2) slip direction
• Dislocations do not move with the same degree of ease on all crystallographic
planes of atoms and in all crystallographic directions.
• There is a preferred plane (slip plane) in that plane there are specificdirections (slip direction) along which slip occurs.
• Slip system: the atomic distortion that accompanies the motion of a
dislocation is a minimum.
(1) Slip plane: greatest planar density (densest atomic packing)
(2) Slip direction: highest linear density (most closely packed with atoms)
• A {111} slip system
shown within an FCC unit
cell• 12 slip systems (FCC): 4
unique {111} planes and 3
independent
directions within each plane
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Slip System
– Slip plane - plane on which easiest slippage occurs
• Highest planar densities (and large interplanar spacings)
– Slip directions - directions of movement• Highest linear densities
Slip Systems
Fig. 7.6, Callister &
Rethwisch 9e.
– FCC Slip occurs on {111} planes (close-packed) in directions (close-packed)
=> total of 12 slip systems in FCC
– For BCC & HCP there are other slip systems.
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Single Crystal Slip
Fig. 7.8, Callister &
Rethwisch 9e.
Fig. 7.9, Callister &
Rethwisch 9e.(From C. F. Elam, The
Distortion of Metal Crystals,
Oxford University Press,
London, 1935.)
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Table 7.1: Slip Systems
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• FCC and BCC: ductile (extensive plastic deformation is possible along the
various systems.
• HCC: brittle
• Direction of Burgers vector: Slip direction
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• Resolved shear stress:
• One slip system is generally oriented in a way
that it has the largest resolved shear stress
τ R(max).
3. Slip in Single Crystals
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• Slip system: (1) slip plane and (2) slip direction
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• Resolved shear stress:
• Slip commences on the most favorably oriented
slip system when τ R, or τ R(max), reaches the
critical resolved shear stress τ crss
: it represents
the minimum shear stress required to initiate slip
(or yielding).
• The single crystal plastically deforms or yields
when τ R(max) = τ crss and the stress required toinitiate yielding (i.e., the yield strength y) is
3. Slip in Single Crystals
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• Slip system: (1) slip plane and (2) slip direction
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Stress and Dislocation Motion
• Resolved shear stress, τ R – results from applied tensile stresses
slip plane
normal, ns
Resolved shear
stress: τ R =F s/ As
AS
τ R
τ R
F S
Relation betweenσ and τ R
τ R =F S/ AS
F cos λ A/cosϕ
λF
F S
ϕnS
AS A
Applied tensile
stress: = F / Aσ
F A
F
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• Condition for dislocation motion:
• Ease of dislocation motion depends
on crystallographic orientation 10-4 GPa to 10-2 GPa
typically
Critical Resolved Shear Stress
maximum at = = 45º
τ R = 0
λ= 90°
σ
τ R = σ /2
λ = 45°
ϕ= 45°
σ
τ R = 0
ϕ= 90°
σ
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Ex: Deformation of single crystal
So the applied stress of 45 MPa will not cause the
crystal to yield.
= 35°
= 60°τ crss = 20.7 MPa
a) Will the single crystal yield?
b) If not, what stress is needed?
σ = 45 MPa
Adapted from
Fig. 7.7,
Callister &
Rethwisch 9e.
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Summary
1. Dislocation and plastic deformation
2. Slip systems: (1) slip plane and (2) slip direction
3. Slip in single crystals: resolved shear stresses
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Homework 5
• 6.4, 6.7, 6.10, 6.13, 6.14
• 6.15, 6.26, 6.30, 6.53, 6.D1
* Problems from Callister, 9th Edition
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