Mechanical properties of solids & fluids Flashcards

1
Q

Elongation due to self weight

A

ΔL = MgL/2AY

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2
Q

For a suspended body, tension is max at

A

top

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3
Q

Modulus of rigidity/shear mod

A

G = Fl/Ax

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4
Q

For most metals G =

A

Y/3

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5
Q

Bulk modulus

A

B = -dPV/dV

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6
Q

Compressibility C =

A

1/B

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7
Q

Poisson’s ratio σ =

A

(-ΔD/D)/(ΔL/L)

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8
Q

if σ = 0.5, ΔV =

A

0

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9
Q

Comparison b/w a spring and an elastic rod

A

x = FL/AY

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10
Q

Elastic PE

A

U = 1/2YA/L ΔL^2

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11
Q

Elastic energy density

A

u = 1/2 x stress x strain

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12
Q

Breaking stress σb =

A

F(b)/A

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13
Q

Breaking stress depends only on

A

material

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14
Q

Sag in a doubly supported beam δ =

A

WL^3/4bd^3Y

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15
Q

When liq is acc, ΔP

A

ρ(g+a)h

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16
Q

When liq is decc, ΔP =

A

ρ(g-a)h

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17
Q

When liq is in free fall ΔP =

A

0

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18
Q

For hydraulic lift F2 =

A

F2 = A2F1/A1

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19
Q

Buoyancy/Buoyant force/Upthrust F =

A

(P2-P1)A

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20
Q

Archimedes principle

A

Buoyant force = weight of liq displaced by obj
B = ρ(fluid)V(immersed)g

21
Q

Under completre immersion, Loss of weight exp by obj B =

A

ρ(L) mg/ρ(o)

22
Q

App. weight Wa =

A

W - B

23
Q

If ρ > σ, obj

A

sinks

24
Q

Flotation

A

When an obj floats, it exp a buoyant force which is equla to obj weight
ρ<σ

25
Q

V(immersed)/V =

A

ρ(obj)/σ(fluid)

26
Q

ρ of ice

A

0.9 g/cm^3

27
Q

ρ of water =

A

1g/cm^3

28
Q

In streamline flow,what doesn’t change with time?

A

vel

29
Q

Discharge/flow rate

A

Vol flowing through a cross section per unit time
Q = dV/dt

30
Q

Eqn of continuity

A

Vol discharge entering = vol. discharge leaving

31
Q

For branched tube, discharge Q =

A

Q1 + Q2

32
Q

Bernoulli’s theorem

A

For a confined incompressible liq, sum of press energy/Vol, PE & KE per unit vol is const
P + 1/2ρV^2 + ρgh = const

33
Q

Bernoulli’s therom is based on conservation of

A

energy

34
Q

In horizontal tube

A

P1 + 1/2ρV1^2 = P2 + 1/2ρV2^2

35
Q

Velocity of efflux Vo =

A

√2gh

36
Q

range of efflux R =

A

2√h(H-h)

37
Q

For efflux, R is max when

A

h = H/2

38
Q

Closed tank Vo =

A

√2(P-Po)/ρ +2gh

39
Q

For venturimeter, V1 =

A

√2gh/[(A1^2/A2^2) - 1]

40
Q

Viscosity cause due to

A

intermolecular attract of liq & collision in gas molecules

41
Q

For liq, viscosity increases when temp

A

decrease

42
Q

Stoke’s law

A

Fv = 6πηrV

43
Q

Terminal vel V(T) =

A

2/9(ρ-σ)/η gr^2

44
Q

Excess press

A

Pconvex < Pconcave

45
Q

For spherical surface,

A

Pconc - Pconv = 2T/R

46
Q

For drop, ΔP =

A

2T/R

47
Q

For bubble, ΔP =

A

4T/R

48
Q

Capillary rise h =

A

2Tcosθ/rρg