Chapter 6 Flashcards

(43 cards)

1
Q

brittleness

A

tendency to fracture when even a small load is applied

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2
Q

ductility

A

how much a material can deform without sustaining internal damage

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3
Q

creep

A

deformation of a material at elevated temperatures

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4
Q

elasticity

A

ability of a material to return to its original shape after some deformation

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5
Q

plasticity

A

ability of a material to remain deformed after an external force is removed

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6
Q

fatigue

A

weakening of a material due to repeated cyclic load

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7
Q

hardness

A

ability of a material to resist permanent (plastic) change in shape

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8
Q

resilience

A

ability to absorb energy and resist impact load

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9
Q

stiffness

A

ability of a material to resist additional deformation when loading continues

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10
Q

toughness

A

ability of a material to resist fracture

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11
Q

tensile test

A

stretches a sample of a material in a specific form with a decreased diameter in the middle for 2in

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12
Q

engineering stress

A

stress = F/A(o)
F = force
A(o) = original cross-sectional area

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13
Q

engineering strain

A

strain = (l(i) - l(o)) / l(o)
l(o) = original length
l(i) = instantaneous length

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14
Q

shear

A

type of deformation that results in stress and strain = apply force in opposite directions to top and bottom of an object parallel to the surface

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15
Q

shear strain

A

strain = alpha + beta
alpha = angle between ground and bottom surface
beta = angle between z-axis and side of material

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16
Q

shear stress

A

stress = F/A(o)

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17
Q

torsion

A

occurs when twisting a material

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18
Q

when is poissons ratio applied? (v)

A

for elastically behaving materials - elongation in z-direction is proportional to force acting in the z-direction - causing contraction of the material in x and y directions

19
Q

what strain can most materials handle elastically

A

0.005 or 0.05%

20
Q

what happens above a strain of 0.005?

A

atomic bonds permanently deform creating permanent deformation

21
Q

what is the suggested value for yield stress?

A

0.002 or 0.02%

22
Q

yielding

A

point of transition from elastic to plastic deformation

23
Q

stress at yielding

24
Q

how to find yield stress from graph

A

find initial slope (m) then draw a line with that slope starting at 0.002 or 0.005 on x-axis and find intersection

25
ultimate tensile strength
material begins to fail, voids form and create cracks.
26
at ultimate tensile strength: as ______ decreases, the amount of load needed to continue deformation decreases
area
27
how to compare ductility on stress strain graph
higher strain value at fracture means more ductile
28
how do we numerically represent ductility
percent elongation or percent area reduction
29
how to compare resilience on stress strain graph
area under the curve before yield strain find Ur
30
how to compare toughness on stress strain graph
area under the curve before fracture
31
rockwell scale
machine applies a load onto a material then determines the hardness subject to: - indenter type - load - dwell duration
32
brinell hardness test
steel ball forced into a material then the indentation diameter is measured convert to mpa or psi using equation for HB
33
Vickers microhardness test
diamond indenter used and then distance between opposite corners of the diamond indent is used to get the hardness
34
strain hardening
for some materials, deformation after yield becomes difficult equation with n = strain hardening exponent
35
fatigue definition with stress/strain
cracks develop in a material below the yield strength as damage accumulates over time and may not be visible
36
fatigue limit
any stress below fatigue limit means the material has an unlimited life
37
fatigue strength
stress after 10^7 cycles
38
fatigue life
number of cycles to reach fatigue failure at a given load
39
creep definition 2
deformation of a material over a long period with a static load
40
3 stages of creep
primary, secondary, tertiary
41
primary creep
initial deformation (lnx)
42
secondary creep
steady state (predictable) deformation mx+b
43
tertiary creep
deformation up to failure e^x