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Example · Example 4

Q.Using the steel rod of Example 1 (length 1.5 m1.5\ \text{m}, area 2.5×10−4 m22.5\times10^{-4}\ \text{m}^2, stretched by 75,000 N75{,}000\ \text{N}, elongation 2.25 mm2.25\ \text{mm}), calculate

(a) the elastic potential energy stored in the stretched rod, and
(b) the elastic potential energy stored per unit volume of the rod.
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From Example 1: F=75,000 NF = 75{,}000\ \text{N}, ΔL=2.25×10−3 m\Delta L = 2.25\times10^{-3}\ \text{m}, stress =3.0×108 Pa= 3.0\times10^8\ \text{Pa}, strain =1.5×10−3= 1.5\times10^{-3}, A=2.5×10−4 m2A = 2.5\times10^{-4}\ \text{m}^2, L=1.5 mL = 1.5\ \text{m}.

  1. Elastic potential energy stored:

    U=12F ΔL=12×75,000×2.25×10−3=12×168.75=84.375 JU = \frac12 F\,\Delta L = \frac12 \times 75{,}000 \times 2.25\times10^{-3} = \frac12 \times 168.75 = 84.375\ \text{J}

  2. Elastic PE per unit volume: u=12(stress)(strain)=12×(3.0×108)×(1.5×10−3)=12×4.5×105=2.25×105 J/m3u = \frac12(\text{stress})(\text{strain}) = \frac12 \times (3.0\times10^8) \times (1.5\times10^{-3}) = \frac12 \times 4.5\times10^5 = 2.25\times10^5\ \text{J/m}^3 …

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