Let A, 2A, 4A be the areas.
Loads are equal = P
Each have equal length = L
Now σ1 = P/A; σ2 = P/2A; σ3 = P/4A;
Since strain energy = U = σ2.Vol/2E
Strain energy in first bar = U1 = σ12.Vol/2E = (1/2E)(P/A)2.AL = P2.L/2AE
Strain energy in second bar = U2 = σ22.Vol/2E = (1/2E)(P/2A)2.2AL = P2.L/4.AE
Strain energy in third bar = U3 = σ32.Vol/2E = (1/2E)(P/4A)2.4AL = P2.L/8AE
Now;
U1 : U2 : U3 = 1 : 1/2 : 1/4