Elasticity — Question 9

Section 12-6 · Physics pages 1888–1889

Question 9 The effect of added area depends on what the loading device holds fixed A uniform elastic rod has stiffness k = EA/L and stored energy U = 1 2kδ2. Compare two otherwise identical rods, one with area A and one with area 2A. Treat each as loaded quasistatically from its own unloaded state. δ force k 2k F F/(2k) F/k Doubling area doubles the slope; stored energy is the triangular area under each loading line. (a) At the same final force F, compare their extensions and stored energies. (b) At the same final extension δ, compare forces and energies. Explain why the two energy comparisons differ.
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Question 9 - Solution The effect of added area depends on what the loading device holds fixed δ force k 2k F F/(2k) F/k (a) Derivation and calculation Doubling area doubles stiffness: k′ = E(2A)/L = 2k. At a common final force, δA = F/k, δ2A = F/(2k) = δA/2 . Since U = F 2/(2k), UA = F 2/(2k), U2A = F 2/(4k) = UA/2 . (b) Result and interpretation At a common final extension, FA = kδ, F2A = 2kδ = 2FA , UA = 1 2kδ2, U2A = 1 2(2k)δ2 = 2UA . The work is ∫δ 0 kx dx, the area under the respective loading line. Fixing force selects different endpoints from fixing displacement, reversing the energy comparison. Physical check The identity U = Fδ/2 gives both ratios directly from the corresponding force and extension ratios.

Question 9

The effect of added area depends on what the loading device holds fixed

A uniform elastic rod has stiffness k=EA/Lk=EA/L and stored energy U=12kδ2U=\tfrac12k\delta^2. Compare two otherwise identical rods, one with area AA and one with area 2A2A. Treat each as loaded quasistatically from its own unloaded state.

Diagram shown in the original SVG worksheet.

  1. At the same final force FF, compare their extensions and stored energies.

  2. At the same final extension δ\delta, compare forces and energies. Explain why the two energy comparisons differ.

Question 9 - Solution

The effect of added area depends on what the loading device holds fixed

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

Doubling area doubles stiffness: k′=E(2A)/L=2kk'=E(2A)/L=2k. At a common final force, δA=F/k,δ2A=F/(2k)=δA/2.\delta_A=F/k,\qquad\boxed{\delta_{2A}=F/(2k)=\delta_A/2}. Since U=F2/(2k)U=F^2/(2k), UA=F2/(2k),U2A=F2/(4k)=UA/2.U_A=F^2/(2k),\qquad\boxed{U_{2A}=F^2/(4k)=U_A/2}.

(b) Result and interpretation

At a common final extension, FA=kδ,F2A=2kδ=2FA,F_A=k\delta,\qquad\boxed{F_{2A}=2k\delta=2F_A}, UA=12kδ2,U2A=12(2k)δ2=2UA.U_A=\tfrac12k\delta^2,\qquad\boxed{U_{2A}=\tfrac12(2k)\delta^2=2U_A}. The work is ∫0δkxdx\int_0^\delta kx\,dx, the area under the respective loading line. Fixing force selects different endpoints from fixing displacement, reversing the energy comparison.

Physical check

The identity U=Fδ/2U=F\delta/2 gives both ratios directly from the corresponding force and extension ratios.