Mechanical properties of solids & fluids Flashcards
Elongation due to self weight
ΔL = MgL/2AY
For a suspended body, tension is max at
top
Modulus of rigidity/shear mod
G = Fl/Ax
For most metals G =
Y/3
Bulk modulus
B = -dPV/dV
Compressibility C =
1/B
Poisson’s ratio σ =
(-ΔD/D)/(ΔL/L)
if σ = 0.5, ΔV =
0
Comparison b/w a spring and an elastic rod
x = FL/AY
Elastic PE
U = 1/2YA/L ΔL^2
Elastic energy density
u = 1/2 x stress x strain
Breaking stress σb =
F(b)/A
Breaking stress depends only on
material
Sag in a doubly supported beam δ =
WL^3/4bd^3Y
When liq is acc, ΔP
ρ(g+a)h
When liq is decc, ΔP =
ρ(g-a)h
When liq is in free fall ΔP =
0
For hydraulic lift F2 =
F2 = A2F1/A1
Buoyancy/Buoyant force/Upthrust F =
(P2-P1)A
Archimedes principle
Buoyant force = weight of liq displaced by obj
B = ρ(fluid)V(immersed)g
Under completre immersion, Loss of weight exp by obj B =
ρ(L) mg/ρ(o)
App. weight Wa =
W - B
If ρ > σ, obj
sinks
Flotation
When an obj floats, it exp a buoyant force which is equla to obj weight
ρ<σ
V(immersed)/V =
ρ(obj)/σ(fluid)
ρ of ice
0.9 g/cm^3
ρ of water =
1g/cm^3
In streamline flow,what doesn’t change with time?
vel
Discharge/flow rate
Vol flowing through a cross section per unit time
Q = dV/dt
Eqn of continuity
Vol discharge entering = vol. discharge leaving
For branched tube, discharge Q =
Q1 + Q2
Bernoulli’s theorem
For a confined incompressible liq, sum of press energy/Vol, PE & KE per unit vol is const
P + 1/2ρV^2 + ρgh = const
Bernoulli’s therom is based on conservation of
energy
In horizontal tube
P1 + 1/2ρV1^2 = P2 + 1/2ρV2^2
Velocity of efflux Vo =
√2gh
range of efflux R =
2√h(H-h)
For efflux, R is max when
h = H/2
Closed tank Vo =
√2(P-Po)/ρ +2gh
For venturimeter, V1 =
√2gh/[(A1^2/A2^2) - 1]
Viscosity cause due to
intermolecular attract of liq & collision in gas molecules
For liq, viscosity increases when temp
decrease
Stoke’s law
Fv = 6πηrV
Terminal vel V(T) =
2/9(ρ-σ)/η gr^2
Excess press
Pconvex < Pconcave
For spherical surface,
Pconc - Pconv = 2T/R
For drop, ΔP =
2T/R
For bubble, ΔP =
4T/R
Capillary rise h =
2Tcosθ/rρg