Chapter 7: Problem 36
Explain the differences in grain structure for a metal that has been cold worked and one that has been cold worked and then recrystallized.
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Chapter 7: Problem 36
Explain the differences in grain structure for a metal that has been cold worked and one that has been cold worked and then recrystallized.
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List four major differences between deformation by twinning and deformation by slip relative to mechanism, conditions of occurrence, and final result.
A cylindrical rod \(500 \mathrm{~mm}(20.0\) in.) long and having a diameter of \(12.7 \mathrm{~mm}(0.50 \mathrm{in}\).) is to be subjected to a tensile load. If the rod is to experience neither plastic deformation nor an elongation of more than \(1.3 \mathrm{~mm}(0.05 \mathrm{in} .)\) when the applied load is \(29,000 \mathrm{~N}\left(6500 \mathrm{lb}_{i}\right)\), which of the four metals or alloys listed in the following table are possible candidates? Justify your choice(s). \begin{tabular}{lccc} \hline & Modulus of Material & \begin{tabular}{c} \mathrm{ Yield } \(\\\ {\text { Elasticity }} \\ {\text { (GPa) }}\) & Tensile (MPa) & Strength (MPa) \\ \hline Aluminum alloy & 70 & 255 & 420 \\ \hline Brass alloy & 100 & 345 & 420 \\ \hline Copper & 110 & 210 & 275 \\ \hline Steel alloy & 207 & 450 & 550 \\ \hline \end{tabular} \end{tabular}
Consider a cylindrical nickel wire \(2.0 \mathrm{~mm}\) \(\left(0.08\right.\) in.) in diameter and \(3 \times 10^{4} \mathrm{~mm}\) (1200 in.) long. Calculate its elongation when a load of \(300 \mathrm{~N}\left(67 \mathrm{lb}_{t}\right)\) is applied. Assume that the defor-
A cylindrical rod of steel \(\left(E=207 \mathrm{GPa}, 30 \times 10^{\circ}\right.\) psi) having a yield strength of \(310 \mathrm{MPa}(45,000\) psi) is to be subjected to a load of \(11,100 \mathrm{~N}\) (2500 \(\left.\mathrm{Ib}_{i}\right)\). If the length of the rod is \(500 \mathrm{~mm}(20.0 \mathrm{in}\).), what must be the diameter to allow an elongation of \(0.38 \mathrm{~mm}(0.015\) in.)?
Consider a single crystal of nickel oriented such that a tensile stress is applied along a [001] direction. If slip occurs on a (111) plane and in a \([\overline{101}]\) direction and is initiated at an applied tensile stress of \(13.9 \mathrm{MPa}\) (2020 psi), compute the critical resolved shear stress.
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