Chapter 4 Review Flashcards
What is a Point Defect?
A point defect is a localized disruption in the lattice pattern
Point defects are not necessarily “bad” or “good.”
Point defects always exist in crystal structures.
Material strength is greatly affected by the presence of point defects.
What kinds of Point defects exist?
Vacancy: (an atom is missing from a lattice site)
Interstitial: (an atom at an interstitial site disrupts the pattern)
Substitutional: (an atom of a different SIZE occupies a lattice site)
Frenkel Defect: (2 interstitial atoms share a lattice site)
Schottky defect: (an ionic pair is missing to preserve a stochiometric ratio)
What equation describes the number of vacencies in a material?
n_v = n * e^( -Q / R * T )
n_v = n * e^( -Q / R * T ) is referred to as an Arrhenius relation
n_v - # of vacancies per cm3
n - # of atoms per cm3
Qv – Activation energy (energy required to produce one mole of vacancies J/mol)
R – gas constant
T – temperature (K)
What are dislocations?
Dislocations are LINE DEFECTS and represent an interruption in the lattice pattern
What types of dislocations exist?
- Screw dislocations: lattice is displaced in parallel to the line defect.
- Edge dislocations: lattice is displaced perpendicular to the line defect.
- Mixed dislocation: combination of a edge and screw dislocation.
What is dislocation motion?
Dislocation motion is Plastic deformation.
Permanent shift of lattice position of an atom, or line of atoms
Driven by shear stress acting on the slip system
What are Slip, Slip plane, Slip Direction, and Slip system?
Slip – another word for “dislocation motion” or “plastic flow”
Slip plane – the plane in which the dislocation line moves
Slip direction – the direction in which the dislocation moves
Slip system – the combination of a slip plane and a slip direction.
How does the metallic bond promote slipping?
Since the electrons are not tied to individual atoms, but are shared amongst all the atoms via the electron cloud, the atoms are able to slide around easier than if they were covalently bonded.
Floating in the sea (metalic) vs tied down by an anchor (covalent)
What is activation energy?
Threshold energy amount to break free of bonds
What is Peierls-Nabarro stress?
(Also known as critical resolved shear stress by non-nerds)
The magnitude of shear stress required to get a dislocation to move.
Given by: t = c * e^( - k * d / b)
d: interplanar spacing
b: magnitude of Burger’s vector
c: related to shear modulus
k: related to Poisson’s ratio
AS INTERPLANAR SPACING INCREASES, REQUIRED STRESS DECREASES (EASIER FOR DISLOCATION TO MOVE IF SLIP PLANES ARE MORE WIDELY SPREAD OUT)
How do dislocations tend to move?
And why do they tend to move as such?
Dislocations tend to move across closed packed planes in close (or closest) packed directions.
This is to conserve energy. Going up then down then up requires more energy than coasting along straghter. Think climbing mountain in Maine.
What is the Burger’s vector?
Mr. Tensor’s son who runs the burger joint dowtown
It’s the magnitude/direction of walking along dislocation in a ‘square’ and seeing how much and in what direction you need to add to complete the square.
What’s the big deal about dislocations in metals?
- Dislocations provide a mechanism for plastic deformation in metals.
* By shifting one line of atoms at a time, instead of a whole plane of atoms, a lower load is required to initiate slip.
* The metallic bond allows a line of atoms to easily adapt to a new lattice position after a dislocation passes by. - Dislocations provide ductility to metals.
* Again, the metallic bond allows shifting of the lattice and thus the material does not break - Interfering with dislocation motion allows us to control a material’s strength and ductility.
- Dislocation Density represents the length of dislocations (line defects) per unit volume. Typically, this is on the order of 106 cm/cm3 for “unworked” materials.
What is Schmid’s Law?
Basically calculates the actual (resolved) shear stress on any slip system due to externally provided stress. If this resolved shear stress exceeds critical resolved shear stress (CRSS) then slip will occur.
Maximum resolved shear stress occurs when both angles are 45 degrees
What does Schmids Law, the tendancy of dislocations to occur along close packed planes/directions, and the different amount of closed packed planes/directions in FCC, BCC, and HCP imply?
Closed Packed Structures have lower critical resolved stress than Body Centered Cubic, but BBC’s have lots of slip systems.
FCC’s have a reasonable maount of variously oriented slip systems
HCP have very few slip systems
Cross Slip: