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Partial Dislocations Partial Dislocations

Partial Dislocations - PowerPoint Presentation

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Uploaded On 2016-04-02

Partial Dislocations - PPT Presentation

Lauren Ayers 2271 Outline Partial Dislocations Why Partials Stacking Faults LomerCottrel Lock Force on a Dislocation Line Tension Model Dislocation Density Partial Dislocations b1 Single unit dislocation can break down into two Shockley partials ID: 273054

dislocation dislocations partial energy dislocations dislocation energy partial partials stacking line tension unit slip elastic proportional length cross high total planes shockley

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Slide1

Partial Dislocations

Lauren Ayers

22.71 Slide2

Outline

Partial Dislocations

Why Partials?

Stacking Faults

Lomer-Cottrel

Lock

Force on a Dislocation

Line Tension Model

Dislocation DensitySlide3

Partial Dislocations

b1

Single unit dislocation can break down into two Shockley partialsSlide4

Partial Dislocations

b2

Single unit dislocation can break down into two Shockley partials

b3Slide5

Why Partials?

Frank’s Rule:

|b

1

|

2

>|b2|2

+|b3|2Energy of a dislocation

is proportional to |b

|

2

Partial dislocations decrease strain energy of the latticeSlide6

Stacking Faults

Movement of partial dislocations generate discontinuity in stacking planes, ex: ABCAXCABC

Two separated partials have smaller energy than a full dislocation

Reduction in elastic energy proportional to:

Equilibrium splitting distanceSlide7

What does this mean?

Wide vs. narrow ribbon affects cross slip

Cu, s = 2nm: high constriction energy barrier

Al, s= 4 A: cross slip occurs more easilySlide8

Lomer-Cottrel Lock (LC)

2 Dislocations on primary slip planes combine

Formed by:

Slip by

b

LC

creates a high energy stacking faultNo {111} plane which the LC can move as an edge dislocation

“Lock”: Once the state is formed, hard to leaveActs as a barrier against other dislocationsSlide9

Force on a Dislocation

Climb: “Non-conservative”

Glide: “Conservative”Slide10

Line Tension Model

Assume:

Line tension

η

(total elastic energy per length) independent of line direction

ξ

Dislocations do not interact with each other elastically

Local modelFrom dF, derive critical external stress:Slide11

Dislocation Density

Total length of all dislocations in a unit volume of material

1/m

2

or m/m

3Slide12

Thanks!