Structure Properties Flashcards

(45 cards)

1
Q

what are structure insensitive properties

A
  • properties that do not change despite changes in microstructure due to different working/heat treatment during manufacturing
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2
Q

what are the most important structure insensitive properties

A
  • density
  • elastic modulus
  • some electrical and thermal characteristics
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3
Q

what type of properties are most affected by changes in microstructure

A
  • mechanical properties called structure sensitive properties
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4
Q

what are the most important structure sensitive properties

A
  • yield strength
  • fracture strength
  • ductility
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5
Q

what is a metallic bond

A
  • the attraction between the positive metal ions and the cloud of negative electrons resulting in a stable structure
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6
Q

what are interatomic bonds

A
  • bonds between atoms that act like springs
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7
Q

what is the equation for bond energy

A
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8
Q

why is the bond energy curve asymmetrical

A
  • the repulsive part inreaster faster with atom distance than the attractive so the resulting bond energy curve is asymmetrical
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9
Q

how to find the equilibrium point on a bond energy curve

A
  • the lowest energy
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10
Q

what does the stable separation between atoms correspond to

A
  • stable separation between atoms corresponds to an energy minimum
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11
Q

how to find the bond strength on a bond energy-atom distance curve

A
  • it is the depth of the minimum in the bond energy-atom distance curve as it is the energy needed to separate the atoms completely
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12
Q

why do materials expand when heated

A
  • as energy is added to a material, the thermal vibration of the atoms causes them to oscillate around the equilibrium distance, the average distance between the atoms increases as temperature increases
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13
Q

what is the relationship between the bond energy-atom distance curve and the thermal expansion coefficient

A
  • the narrower the curve, the lower the coefficient
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14
Q

what causes materials to melt

A
  • if the heating process is continued, the atoms reach a degree of vibration that causes them to separate, breaking the bond
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15
Q

what are the forces that act on atoms

A
  • an attractive force that pulls the atoms together and increase as they get closer together
  • a repulsive force that increases faster with distance
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16
Q

what is the net force between atoms (F)

A
  • the sum of the attractive and repulsive forces acting on the atoms
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17
Q

what is true when the net force between the atoms is zero

A
  • the distance between the atoms = the equilibrium distance
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18
Q

how to find the bond force from a bond energy-atom distance curve

A
  • it is the derivative of the bond energy-atom distance curve
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19
Q

where is the maximum on the bond force curve

A
  • at the point of inflection
20
Q

what is true at the equilibrium distance

A
  • the sum of the two forces is 0
21
Q

what happens to the forces when the atoms are brought closer together

A
  • both the repulsive and attractive forces increase, but the repulsive increases quicker than the attractive
22
Q

how can atoms be moved from their equilibrium positions

A
  • by tensile or compressive loading
23
Q

what happens when atoms are stretched/compressed

A
  • a force appears that resists the stretching or compression
24
Q

what is true about the force that resists stretching for small extensions

A
  • the force is closely proportional to the extension for all materials in tension and compression
25
what is the stiffness of the bond, S, and the equation for it
- the gradient of the bond force atom distance curve - the second derivative of the bond energy atom distance curve - dF/dr = d²U/dr²
26
what is the elastic modulus (Young’s modulus) E
- the gradient of the bond force-atom distance curve at the equilibrium distance
27
what is the equation for the elastic modulus
- S (stiffness)/r⁰(equilibrium distance)
28
what is a tensile test used for
- to determine the strength of a material when it is stretched
29
describe how to perform the tensile test
- test specimens have standard dimensions - the specimens are stretched slowly at a constant rate - the applied force and elongation of the specimen are recorded
30
what is the initial gauge length
- the part of the test specimen over which the length increase is measured at any point during the test
31
what are the important dimensions in the tensile test
- initial gauge length - initial cross-sectional area
32
what two parts does the elongation of the test specimen consist of
- elastic deformation - the initial deformation which is reversible upon unloading - plastic deformation- not reversible upon unloading and is permanent
33
what type of test specimens are usually used in the tensile test
- thin pieces cut from sheet metal (rectangular cross section) - machined from bulk metal (circular cross section)
34
describe elastic deformation
- it is often linear with the elongation produced under load being directly proportional to the load
35
describe plastic deformation
- it involves a region of uniform deformation in which all the parts of the gauge length elongate to the same amount - involves a non-uniform region in which localised deformation occurs which is called necking
36
how is deformation stopped
- the deformation process is terminated by fracture in the necked region
37
when is a metal described as ductile
- when considerable plastic deformation occurs before fracture
38
when is a metal described as brittle
- fracture occurs in the elastic (or after only a small amount of plastic deformation)
39
what are load-elongation curves normally converted to
- stress-strain curves
40
how is load converted to true stress
- load/instantaneous cross sectional area - (𝜎ₜ=𝐹/𝐴)
40
how is load converted to the normal/engineering stress
- load/original cross-sectional area - (𝜎ₙ=𝐹/𝐴₀)
41
how to calculate normal/engineering strain
42
how to calculate true strain
43
what is the equation for Young’s Modulus when in the elastic region (where stress is proportional to strain)
- E = 𝜎ₙ/ εₙ
44
what measurements can be taken from the engineering stress-strain diagram
- modulus of elasticity,E - initial slope of the curve - yield strength - the value of normal stress at the onset of plastic flow - tensile strength - maximum normal stress that is applied to the specimen (onset of necking) - failure strength - the normal stress at failure - ductility - the total elongation of the specimen that is due to plastic deformation - tensile toughness - total area under the curve, it is the energy absorbed by the specimen during the whole test