We use the definition for the tensile stress F/A required to keep the rod’s length constant, then we find the force exerted with the Young's modulus (Y), the linear expansivity of steel (α), the change of temperature as ΔT=T−T0=(28−20)°C=8°C=8K, and the cross-section area (A):
AF=−YαΔT⟹F=−YAαΔTF=−(2×107cm2N)(3×103cm2)(1.2×10−5K−1)(8K)F=−5.76×106N
The change in length of the rod can be found with the relations for the thermal and tension fractional changes:
(L0ΔL)thermal=αΔT⟹ΔLthermal=αΔTL0=......=(1.2×10−5K−1)(8K)(2000cm)∴ΔLthermal=0.192cm(L0ΔL)tension=AYF=−(L0ΔL)thermal∴ΔLtension=−0.192cm
In conclusion, we find that the change in length is ΔLtension=−0.192cm, and the force exerted by the rod as F=−5.76×106N (F<0 because it is a compressive force on the steel rod).
Reference:
- Sears, F. W., & Zemansky, M. W. (1973). University physics.
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