ELASTICITY, Modulus of Rigidity and Poisson ratio is, E = 2G (1 + μ)Calculation:Given:δd = 0.003 mm, d = 12 mm, F = 20 kN, G = 80 GPaLongitudinal strain:\(\epsilon _{long}=\frac{\sigma}{E}=\frac{F/A}{2G (1 + μ)}\)\(​​​​\epsilon_{long}=\frac{20000/\pi6^2}{2× 80000 (1+μ)}\)\(\epsilon_{long}=\frac{176.8388}{160000(1+μ)}\).........(1)Lateral strain:\(\epsilon_{late}=\frac{δ d}{d}=\frac{0.003}{12}=2.5×10^{-4}\)..............(2)Poisson ratio:From EQUATION (1) and (2)\(μ = \frac{\epsilon_{lateral} }{\epsilon_{Long}}=\frac{2.5×10^{-4}}{\frac{176.8388}{160000(1+μ)}}\)176.8388μ = 2.5 × 10-4 × 160000(1 + μ)μ = 0.2923

"> ELASTICITY, Modulus of Rigidity and Poisson ratio is, E = 2G (1 + μ)Calculation:Given:δd = 0.003 mm, d = 12 mm, F = 20 kN, G = 80 GPaLongitudinal strain:\(\epsilon _{long}=\frac{\sigma}{E}=\frac{F/A}{2G (1 + μ)}\)\(​​​​\epsilon_{long}=\frac{20000/\pi6^2}{2× 80000 (1+μ)}\)\(\epsilon_{long}=\frac{176.8388}{160000(1+μ)}\).........(1)Lateral strain:\(\epsilon_{late}=\frac{δ d}{d}=\frac{0.003}{12}=2.5×10^{-4}\)..............(2)Poisson ratio:From EQUATION (1) and (2)\(μ = \frac{\epsilon_{lateral} }{\epsilon_{Long}}=\frac{2.5×10^{-4}}{\frac{176.8388}{160000(1+μ)}}\)176.8388μ = 2.5 × 10-4 × 160000(1 + μ)μ = 0.2923

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A cylindrical metal bar of 12 mm diameter is located by an axial force of 20 kN results in a change in diameter by 0.003 mm. Poisson’s ratio is given by: (Assume modulus of rigidity = 80 GPa)

Engineering Physics Elastic Limit in Engineering Physics 8 months ago

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Explanation:We know that, Poisson ratio is the ratio of Lateral Strain to Longitudinal Strain, i.e. The lateral strain is given as, change in dimension to the original dimension, i.e. \(\epsilon_{late}=\frac{δ d}{d}\)And the longitudinal strain is given as, \(\epsilon _{long}=\frac{\sigma}{E}\)We know the relation between Modulus of ELASTICITY, Modulus of Rigidity and Poisson ratio is, E = 2G (1 + μ)Calculation:Given:δd = 0.003 mm, d = 12 mm, F = 20 kN, G = 80 GPaLongitudinal strain:\(\epsilon _{long}=\frac{\sigma}{E}=\frac{F/A}{2G (1 + μ)}\)\(​​​​\epsilon_{long}=\frac{20000/\pi6^2}{2× 80000 (1+μ)}\)\(\epsilon_{long}=\frac{176.8388}{160000(1+μ)}\).........(1)Lateral strain:\(\epsilon_{late}=\frac{δ d}{d}=\frac{0.003}{12}=2.5×10^{-4}\)..............(2)Poisson ratio:From EQUATION (1) and (2)\(μ = \frac{\epsilon_{lateral} }{\epsilon_{Long}}=\frac{2.5×10^{-4}}{\frac{176.8388}{160000(1+μ)}}\)176.8388μ = 2.5 × 10-4 × 160000(1 + μ)μ = 0.2923

Posted on 28 Oct 2024, this text provides information on Engineering Physics related to Elastic Limit in Engineering Physics. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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