Elasticity — Question 3

Section 12-6 · Physics pages 1876–1877

Question 3 Series segments share force while their extensions add Two rods are joined in series and pulled by F = 100 N. Segment 1 has (L1, A1, E1) = (1 m, 2 mm2, 100 GPa); segment 2 has (L2, A2, E2) = (.5 m, 1 mm2, 200 GPa). Neglect joint deformation. F F 1 2 Schematic; labels, not drawing lengths, specify the data. (a) Find each stress and extension, and the total extension. (b) Find the stored elastic energy and explain which quantities are equal across the joint.
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Question 3 - Solution Series segments share force while their extensions add F F 1 2 (a) Derivation and calculation The same axial force passes through both segments: σ1 = F/A1 = 50 MPa , σ2 = F/A2 = 100 MPa . Their extensions are δ1 = 100(1) (100 × 109)(2 × 10−6) = .500 mm, δ2 = 100(.5) (200 × 109)(10−6) = .250 mm. Hence δtot = .750 mm . (b) Result and interpretation The stored energy is U = 1 2Fδtot = 1 2(100)(.000750) = .0375 J . Force and joint displacement are continuous; segment stresses and extensions differ. Here the strains happen to agree: ϵ1 = ϵ2 = 5.00 × 10−4, because the two axial rigidities EiAi are both 2.00 × 105 N. Physical check The longer segment stores twice the extension and energy at the same force and axial rigidity.

Question 3

Series segments share force while their extensions add

Two rods are joined in series and pulled by F=100NF=100\,\mathrm N. Segment 1 has (L1,A1,E1)=(1m,2mm2,100GPa)(L_1,A_1,E_1)=(1\,\mathrm m,2\,\mathrm{mm^2},100\,\mathrm{GPa}); segment 2 has (L2,A2,E2)=(.5m,1mm2,200GPa)(L_2,A_2,E_2)=(.5\,\mathrm m,1\,\mathrm{mm^2},200\,\mathrm{GPa}). Neglect joint deformation.

Diagram shown in the original SVG worksheet.

  1. Find each stress and extension, and the total extension.

  2. Find the stored elastic energy and explain which quantities are equal across the joint.

Question 3 - Solution

Series segments share force while their extensions add

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

The same axial force passes through both segments: σ1=F/A1=50MPa,σ2=F/A2=100MPa.\boxed{\sigma_1=F/A_1=50\ \mathrm{MPa}},\qquad \boxed{\sigma_2=F/A_2=100\ \mathrm{MPa}}. Their extensions are δ1=100(1)(100×109)(2×10−6)=.500mm,\delta_1=\frac{100(1)}{(100\times10^9)(2\times10^{-6})}=.500\ \mathrm{mm}, δ2=100(.5)(200×109)(10−6)=.250mm.\delta_2=\frac{100(.5)}{(200\times10^9)(10^{-6})}=.250\ \mathrm{mm}. Hence δtot=.750mm\boxed{\delta_{\mathrm{tot}}=.750\ \mathrm{mm}}.

(b) Result and interpretation

The stored energy is U=12Fδtot=12(100)(.000750)=.0375J.\boxed{U=\tfrac12F\delta_{\mathrm{tot}}=\tfrac12(100)(.000750)=.0375\ \mathrm J}. Force and joint displacement are continuous; segment stresses and extensions differ. Here the strains happen to agree: ϵ1=ϵ2=5.00×10−4,\epsilon_1=\epsilon_2=5.00\times10^{-4}, because the two axial rigidities EiAiE_iA_i are both 2.00×1052.00\times10^5 N.

Physical check

The longer segment stores twice the extension and energy at the same force and axial rigidity.