A bar of uniform section is subjected to axial tensile loads such that the normal strain in the direction is 1.25 mm per m. If the Poisson's ratio of the material of the bar is 0.3, the volumetric strain would be
A
2×10−4
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B
3×10−4
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C
4×10−4
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D
5×10−4
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Solution
The correct option is D5×10−4 εN=1.25mm per m Lateral strain,εL=−Poisson's ratio×longitudinal strain =−0.3×1.25mm per m
Volumetric strain. εV=εN+εL+εL =1.25−0.3×1.25−0.3×1.25 =0.4×1.25=0.5mm per m =5×10−4