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Three bars of equal length and having, cross-sectional areas in ratio 1:2:4, are all subjected to equal load. Compare their strain energy.

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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

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