Find the elastic deformation energy (in J) of a steel rod whose one end is fixed and the other is twisted through an angle φ=6.0∘. The length of the rod is equal to l=1.0m, and the radius to r=10mm. (G=77.2 GPa)
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Solution
When the rod is twisted through an angle θ, a couple N(θ)=πr4G2lθ appears to resist this. Work done in twisting the rod by an angle φ is then ∫φ0N(θ)dθ=πr4G4lφ2=7J on putting the values.