Find out the load carried by each of cylinder:
A hollow steel cylinder of cross-sectional area 2000 mm2 concentrically surrounds a solid aluminium cylinder of cross-sectional area 6000 mm2. Both cylinders contain the similar length of 500 mm before a rigid block weighing 200 kN is applied at 20oC as illustrated in Figure. Find out
(a) the load carried by each of cylinder at 60oC.
(b) the temperature rise needed for the total load to be carried by the aluminium cylinder alone.
Figure
For computation purposes, take following values :
Esteel = 210 GN/m2 and Ealuminium = 70 GN/m2
σsteel = 12 × 10- 6 K- 1 and αaluminium = 23 × 10- 6 K- 1
Solution
Below given Figure shows the free thermal expansions Δa & Δs together with the common expansion Δ under the load of 200 kN (the subscripts a & s standing for aluminium & steel respectively).
For a temperature grow up of ΔT K,
We get,
Δa = 500 × 23 × 10- 6 × ΔT = 11.5 × 10- 3 ΔT mm
Δs = 500 × 12 × 10- 6 × ΔT = 6 × 10- 3 ΔT mm
Figure
Under load, the strains are
ε α = (Δa -Δ )/ 500
and
εσ = Δ s -Δ /500
and the equivalent stresses are as follows :
σa = (70 × 103)/ 500 (Δa - Δ) = 140 (Δa - Δ) N mm-3
σs =( 210 × 103)/500 (Δa - Δ) = 420 (Δa - Δ) N mm- 2
For equilibrium of vertical forces,
σa × 6000 + σs × 2000 = 200 × 103 N
putting for σa, σs, Δa and Δs, we obtain
(11.5 × 10- 3 × ΔT - Δ) + (6 × 10- 3 ΔT - Δ) = 5 / 21
Hence,
Δ= 8.75 × 10- 3 ΔT - (5 /42)
The loads taken by the aluminium & the steel are thus,
Pa = σa × 6000 N
= 840( 2.75 × 10- 3 ΔT + (5/42) kN
Ps = σs × 2000 N
= 840 ( (5/42) - 2.75 × 10- 3 ΔT ) kN
These equations shall be valid as long as Δ is less than Δs. the load shall be totally carried by aluminium when Δs becomes equal to Δ.
(a) at 60oC,
ΔT = 60 - 20 = 40 K
P = 840( 2.75 × 40 × 10- 3 +( 5 / 42))
= 192.4 kN
Ps = 200 - 192.4 = 7.6 kN
(b) The load shall be carried totally by aluminium while
6 × 10- 3 × ΔT = 8.75 × 10- 3 × ΔT - ( 5/42)
or ΔT = (5 × 103) / (2.75 × 42)
= 43.3o C
That means at a temperature of (20 + 43.3) = 63.3oC.