Since the aluminium cylinder is 0.16 mm longer than the steel cylinder, the load required to compress this cylinder by 0.16 mm will be found as follows :
E = stress/ strain = P.L/A.\(\delta\)L
Or P = E.A.\(\delta\)L/L
= 70 × 109 × \(\pi\)/4 (0.12 - 0.0752) × 0.00016/0.50016 = 76944 N
When the aluminium cylinder is compressed by its extra length 0.16 mm, the load then shared by both aluminium as well as steel cylinder will be,
500000 – 76944 = 423056 N
Let es = strain in steel cylinder
ea = strain in aluminium cylinder
\(\sigma\)s = stress produced in steel cylinder
\(\sigma\)a = stress produced in aluminium cylinder
Es = 220 GN/m2
Ea = 70 GN/m2
As both the cylinders are of the same length and are compressed by the same amount
es = ea
\(\sigma\)s /Es =\(\sigma\)a /Ea
or; \(\sigma\)s = Es/Ea.\(\sigma\)a= (220 × 109 /70 × 109 ).
\(\sigma\)a = (22/7). \(\sigma\)a
Also Ps + Pa = P
or; \(\sigma\)s As + \(\sigma\)a. Aa = 423056 (22/7).
As + \(\sigma\)a Aa = 423056 ...(i)
As = \(\pi\)/4 (0.072 ) = 0.002199 m2
Aa = \(\pi\)/4 (0.12 – 0.0752 ) = 0.003436 m2
Putting the value of As and Aa in equation (i) we get
\(\sigma\)a = 27.24 × 106 N/m2 = 27.24 MN/m2
\(\sigma\)S = 22/7 × 27.24 = 85.61 MN/m2
Stress in the aluminium cylinder due to load 76944 N
= 76944/ \(\pi\)/4 (0.12 - 0.0752)
= 23.39 × 109 N/m2 = 22.39 MN/m2
Total stress in aluminium cylinder
= 27.24 + 22.39 = 49.63 MN/m2
and stress in steel cylinder = 85.61 MN/m2