Dislocations Flashcards

1
Q

How is the orientation of a dislocation specified?

A

By the direction of the tangent vector

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2
Q

What is a Burgers vector?

A

The vector needed to close a circuit (around a dislocation), from its final point to the starting point

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3
Q

How does a Burger vector change for two dislocations?

A

The circuit measure the total Burgers vector inside the contour

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4
Q

Describe an edge location.

A

Introducing a cut signifies a dislocation line, the faces of the cut displace relative to each other by the Burgers vector

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5
Q

Describe screw dislocations.

A

A ‘cutting-displace-gluing’ mechanism, where the displacement faces are parallel to the edge of the cut

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6
Q

Describe a mixed dislocation.

A

Tangent vector varies along the dislocation line, the Burgers vector will be expressed in terms of the perpendicular and parallel components

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7
Q

Describe how we know that the Burgers vector of dislocations is conserved.

A

-Consider a dislocation segment with Burgers vector b1
-If the dislocation splits into two other segments with Burgers vectors b2 and b3
-Since the Burgers circuit measure the Burgers vector of dislocations contained within it, b1 = b2 + b3

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8
Q

What parameters determine the energy of a dislocation?

A

Shear modulus and magnitude of the Burgers vector

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9
Q

What are partial dislocations?

A

Dislocation which has Burgers vector whose magnitude is a fraction of the lattice spacing, the atoms between the partials form a stacking fault

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10
Q

Why do partial dislocations form?

A

When there is a reduction in enegry

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11
Q

How do we determine if a dissociation will occur?

A

If the energy change associated with the reaction at the first dislocation is greater than that associated with the split dislocations

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12
Q

How do we determine if two dislocations will combine to form a new segment?

A

If the energy associated with with the reaction at the first dislocation is lower than that associated with the split dislocations

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13
Q

What does the Orowan-Bailey relation describe?

A

Shear strain increment

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14
Q
A
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