2: Mechanical Properties Flashcards

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1
Q

define mechanical properties

A

how does a material react to external forces

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2
Q

what are the types of reactions to external forces

A

material will ALWAYS deform.

  • elastic
  • plastic
  • fracture
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3
Q

describe elastic deformation

A

material deforms under force but regains its original form when the force is removed

atomic bonds stretch under the force but no bond break

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4
Q

describe plastic deformation

A

deformation that is permanent

there must be some breaking of the bonds, but generally they reform after force removed

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5
Q

describe fracture

A

material breaks in pieces

exceed max force the bonds can withstand so they break

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6
Q

name types of forces on material

A

tension (stretch)
compression (contract)
shear
torsional

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7
Q

a shear force is _____ to a plane

A

parallel

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8
Q

a normal/linear force is _____ to a plane

A

perpendicular

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9
Q

how are mechanical properties measured

A

uniaxial tensile testing

pulls the material and records deformation (elongation) and force used

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10
Q

is length or area more important in tensile test sample

A

cross-sectional area.

length doesnt matter bc if you have a chain of atoms , the amount of force that pulls on each bond will be the same.

the area is more important bc it is how many atoms the force is distributed between

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11
Q

def engineering stress

A

sigma = F/Ao

sigma = eng stress
A0 = initial area

proportional to the amount of force each atom sees

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12
Q

tensile stress is pos or neg ? compressive?

A

tensile = pos
compressive = neg

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13
Q

describe engineering strain

A

how we describe deformation

e = deltaL/lo
percentage elongation of a material

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14
Q

describe shear stress and shear strain

A

tau = F/Ao
y = tan(theta) = a/b

note - shear happens at constant volume

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15
Q

describe hooke’s law. when is it used ?

A

engineering stress = (engineering strain)(E)

E = modulus of elasticity, young’s modulus

used during the elastic region (elastic deformation)

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16
Q

describe elastic modulus. what does it tell us ?

A

slope of elastic region deformation
characteristic of material

higher E = need more force for same type of deformation

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16
Q

describe shear modulus

A

tau = Gy

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17
Q

def yield strength

A

highest stress a material can sustain before undergoing plastic deformation

18
Q

how is yield strength determined (hint - graph)

A

either a minimum point after the elastic region
OR
the intersection of the stress-strain curve and a line parallel to the elastic curve offset by a certain number (generally 0.2%)

19
Q

def tensile strength. found how on graph?

A

highest stress a material can sustain before breaking.

highest point on the stress-strain curve

20
Q

describe strain hardening

A

(elastic recovery after deformation)

if you add stress until you reach the plastic region, then stop and remove stress, some of the deformation will be plastic (permanent) and some will be elastic.

now that the bonds were broken at the weak points the first time, the material is stronger.

now more stress is needed to get back to the same point of strain.
so, the new yield strength will be higher.

21
Q

describe poissons ratio

A

applying a force stretches the bonds in one direction, to compensate, bonds in the other direction get smaller

v = -ex/ez = -ey/ez

e,lateral = (-v)(e,tensile)

22
Q

describe relationship between elastic and shear modulus for isotropic materials

A

E = 2G(1+v)

23
Q

what are typical values for poisons ratio

A

between -1 and 0.5, but generally between 0-0.5 for most materials and 0.25-0.35 for metals

24
Q

what does a poisson ratio of 0.5 mean

A

no volume change with strain
ex. rubber band

25
Q

what does a poisson ratio of 0 mean

A

no lateral strain with axial strain
ex. cork - when compressed in one direction it won’t expand in the other

26
Q

what does a poisson ration below zero mean

A

positive lateral strain with positive axial strain
ex. foam - expands in both directions at the same time force is applied

27
Q

ductility

A

measure of the degree of plastic deformation that has been sustained at fracture

fracture strain <5% = brittle

28
Q

more brittle vs more ductile

A

more brittle can withstand more force before breaking, but ductile can withstand more energy

29
Q

how to calculate ductility

A

%EL= lf-lo/lo x 100

%RA = Ao-Af/Ao x 100

30
Q

resilience

A

capacity of a material to absorb energy when deformed elastically

31
Q

modulus of resistance

A

strain energy per unit volume required to stress a material to the point of yielding

see notes for eon

32
Q

toughness

A

capacity of a material to absorb energy up to the point of fracture. also the Intel over the curve but the function is non-linear.

33
Q

engineering stress/strain vs true stress/strain (dont name formulas)

A

eng stress and strain are normalized to initial sample dimensions.
as the sample deforms, true stress and strain change

34
Q

formula true stress, strain

A

stress = F/A
(A is not og area)

strain = ln(li/lo)

35
Q

review real vs eng stress, strain

A
36
Q

describe hardness test

A

pushing a hard object with a round or pointy shape in a material creating an indentation mark.
the initial stress is always high and plastic deformation occurs.
as point goes in, the stress decreases and equilibrium is reached.
the shallower the mark, the harder the material.

NON DESTRUCTIVE, simpler than tensile.

37
Q

how to obtain shear modulus

A

using a torsion tester, a hollow cylindrical sample (a tube) can be used to obtain the shear modulus, G, from the applied torque, T, and the angle of twist

G= (T)(length)/2(pi)(r^3)(angle)(thickness)

38
Q

describe the safety factor, why is it needed ?

A

there are uncertainties in measured mechanical properties and variabilities in materials produced, so it is necessary to apply a safety factor, N, when designing a piece.

thus we use the resulting working stress, (sigma,w) instead of the yield strength to design a piece:

(sigma,w) = (yield stress)/N

39
Q

safety factor depends on what ? what numbers is it ?

A

depends on application

N : 1.2 - 5

40
Q

describe stress-strain curve for ceramics, why

A

linear only

ceramics are brittle, they have elastic deformation until the point of fracture

41
Q

describe stress-strain curve for polymers, why

A

variety:
- linear, almost straight up
- linear, then horizontal
- mostly horizontal with some curves

polymers can be brittle, plastic, elastic, depending on their structure

42
Q

review how to choose material

A