PROBLEM \( 3.120 \) A torque \( \mathbf{T} \) applied to a solid rod made of an elastoplastic material is increased until the rod is fully plastic and them removed. (a) Show that the distribution of residual shearing stresses is as represented in the figure. (b) Determine the magnitude of the torque due to the stresses acting on the portion of the rod located within a circle of radius \( c_{0} \). SOLUTION Loading Unloading Residual \( (a) \) After loading: \[ \rho_{Y}=0, \quad T_{\text {load }}=\frac{4}{3} T_{Y}=\frac{4}{3} \frac{\pi}{2} c^{3} \tau_{Y}=\frac{2 \pi}{3} c^{3} \tau_{Y} \] Unloading: Residual: \[ \begin{array}{l} \tau^{\prime}=\frac{T c}{J}=\frac{2 T}{\pi c^{3}}=\frac{2\left(T_{\text {load }}\right)}{\pi c^{3}}=\frac{4}{3} \tau_{Y} \quad \text { at } \rho=c \\ \tau^{\prime}=\frac{4}{3} \tau_{Y} \frac{\rho}{c} \\ \tau_{\mathrm{res}}=\tau_{Y}-\frac{4}{3} \tau_{Y} \frac{\rho}{c}=\tau_{Y}\left(1-\frac{4 \rho}{3 c}\right) \\ 0=1-\frac{4 c_{0}}{3 c} \quad \therefore \quad c_{0}=\frac{3}{4} c \\ c_{0}=0.150 c \\ \end{array} \] To find \( c_{0} \) set, \( \quad \tau_{\text {res }}=0 \) and \( \rho=c_{0} \) \( (b) \) \[ \begin{array}{l} T_{0}=2 \pi \int_{0}^{c_{0}} \rho^{2} \tau d \rho=2 \pi \int_{0}^{(3 / 4) c} \rho^{2} \tau_{Y}\left(1-\frac{4}{3} \frac{\rho}{c}\right) d \rho \\ =\left.2 \pi \tau_{Y}\left(\frac{\rho^{3}}{3}-\frac{4}{3} \frac{\rho^{4}}{4 c}\right)\right|_{0} ^{(34) c}=2 \pi \tau_{Y} c^{3}\left\{\frac{1}{3}\left(\frac{3}{4}\right)^{3}-\left(\frac{4}{3}\right) \frac{1}{4}\left(\frac{3}{4}\right)^{4}\right\} \\ =2 \pi \tau_{Y} c^{3}\left\{\frac{9}{64}-\frac{27}{256}\right\}=\frac{9 \pi}{128} \tau_{Y} c^{3}=0.2209 \tau_{Y} c^{3} \\ T_{0}=0.221 \tau_{Y} c^{3} \\ \end{array} \]
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(III) A uniform rod AB of length 5.0 m and mass $M = 3.8 kg$ is hinged at A and held in equilibrium by a light cord, as shown in Fig. 9-67. A load $W = 22 N$ hangs from the rod at a distance $d$ so that the tension in the cord is 85N. (a) Draw a free-body diagram for the rod. (b) Determine the vertical and horizontal forces on the rod exerted by the hinge. (c) Determine $d$ from the appropriate torque equation. FIGURE 9–67 Problem 27. (Figure can't copy)
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A horizontal heavy uniform bar of weight $W$ is supported at its ends by two men. At the instant, one of the men lets go off his end of the rod, the other feels the force on his hand changed to (a) $W$ (b) $\frac{W}{2}$ (c) $\frac{3 W}{4}$ (d) $\frac{W}{4}$Solution: (d) Let the mass of the rod is $M \quad \therefore$ Weight $(W)=M g$ Initially for the equilibrium $F+F=M g \Rightarrow F=M g / 2$ When one man withdraws, the torque on the rod $\tau=I \alpha=M g \frac{l}{2}$ $\Rightarrow \frac{M l^{2}}{3} \alpha=M g \frac{l}{2} \quad\left[\right.$ As $\left.I=M l^{2} / 3\right]$ $\Rightarrow$ Angular acceleration $\alpha=\frac{3}{2} \frac{g}{l}$ and linear acceleration $a=\frac{l}{2} \alpha=\frac{3 g}{4}$ Now if the new normal force at $A$ is $F$ then $M g-F=M a$ $\Rightarrow F=M g-M a=M g-\frac{3 M g}{4}=\frac{M g}{4}=\frac{W}{4} .$
A $1500 \mathrm{~kg}$ load is hung from the free end of a horizontal aluminum rod of length $7.0 \mathrm{~cm}$, diameter $9.6 \mathrm{~cm}$, Figure 12-33 Problem 26. and negligible mass. The other end of the rod is fixed in place. The shear modulus of aluminum is $3.0 \times 10^{10} \mathrm{~N} / \mathrm{m}^{2}$. Find (a) the shear stress on the rod and (b) the vertical deflection of the rod's free end.
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