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en/3.7.6.md
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| + | ### Statement | ||
| + | |||
| + | $3.7.6.$ [Insert the problem statement] | ||
| + | |||
| + | ### Solution | ||
| + | |||
| + | Longitudinal waves in a thin bar propagate with speed | ||
| + | |||
| + | \boxed{c = \sqrt{\frac{E}{\rho}}} | ||
| + | |||
| + | This speed does not depend on the sign of the force. | ||
| + | |||
| + | The compressive force produces a negative normal stress (compression): | ||
| + | |||
| + | \sigma = -\frac{F}{S} | ||
| + | |||
| + | By Hooke's law, the unit strain is \varepsilon = \sigma / E: | ||
| + | |||
| + | \boxed{\varepsilon = -\frac{F}{SE}} | ||
| + | |||
| + | The quantity |\varepsilon| is the relative shortening. The negative sign indicates compression. | ||
| + | |||
| + | In a progressive plane elastic wave traveling in the positive direction, the relationship between the stress \sigma and the particle velocity v is: | ||
| + | |||
| + | \sigma = -\rho c v | ||
| + | |||
| + | (the minus sign appears because in compression the material moves in the direction of wave propagation). Solving for v: | ||
| + | |||
| + | v = -\frac{\sigma}{\rho c} = -\frac{(-F/S)}{\rho c} = \frac{F}{S\rho c} | ||
| + | |||
| + | Substituting c = \sqrt{E/\rho}: | ||
| + | |||
| + | \boxed{v = \frac{F}{S\sqrt{\rho E}}} | ||
| + | |||
| + | The particles move in the direction of wave propagation, with constant speed as long as the force is applied. | ||
| + | |||
| + | Conservation of mass implies that the density \rho' in the deformed region satisfies \rho' = \rho / (1+\varepsilon). In the linear regime (|\varepsilon| \ll 1) we can approximate: | ||
| + | |||
| + | \rho' \approx \rho(1 - \varepsilon) = \rho\left(1 + \frac{F}{SE}\right) | ||
| + | |||
| + | Since \varepsilon is negative, the density increases in the compressed region. | ||
| + | |||
| + | \boxed{\rho' = \rho\left[1 + \frac{F}{SE}\right]} | ||
| + | |||
| + | While the force is applied (0 < t \le \tau), the wave front advances a distance l(t) = ct. The total mass set into motion up to that instant is: | ||
| + | |||
| + | m(t) = \rho S l(t) = \rho S c t | ||
| + | |||
| + | Momentum and energy at t = 0.5\tau | ||
| + | |||
| + | At this instant the force is still acting; the disturbance has not yet ceased. | ||
| + | |||
| + | · Mass in motion: m = \rho S c \cdot 0.5\tau. | ||
| + | · Impulse: p = m v. | ||
| + | |||
| + | p = (\rho S c \cdot 0.5\tau) \left( \frac{F}{S\sqrt{\rho E}} \right) = 0.5 F\tau \frac{\rho c}{\sqrt{\rho E}} | ||
| + | |||
| + | Since \rho c = \rho\sqrt{E/\rho} = \sqrt{\rho E}, this simplifies to | ||
| + | |||
| + | \boxed{p = 0.5 F\tau} | ||
| + | |||
| + | · Kinetic energy: K = \frac{1}{2} m v^2. | ||
| + | |||
| + | K = \frac{1}{2} (0.5 \rho S c \tau) \left( \frac{F}{S\sqrt{\rho E}} \right)^2 = \frac{F^2 c \tau}{4 S E} | ||
| + | |||
| + | Using c/E = 1/\sqrt{\rho E}: | ||
| + | |||
| + | K = \frac{F^2 \tau}{4 S \sqrt{\rho E}} | ||
| + | |||
| + | · Elastic potential energy: energy density u_e = \frac{1}{2} \sigma \varepsilon = \frac{F^2}{2 E S^2}. | ||
| + | Perturbed volume V = S l = 0.5 S c \tau. | ||
| + | |||
| + | U = u_e V = \frac{F^2}{2 E S^2} \cdot 0.5 S c \tau = \frac{F^2 c \tau}{4 E S} = \frac{F^2 \tau}{4 S \sqrt{\rho E}} | ||
| + | |||
| + | · Total energy: | ||
| + | |||
| + | \boxed{W = K + U = \frac{F^2 \tau}{2 S \sqrt{\rho E}}} | ||
| + | |||
| + | Momentum and energy at t = 1.5\tau | ||
| + | |||
| + | The force ceased at t = \tau. Now the pulse has detached from the end and travels freely with fixed length L = c\tau. The total mass contained in the pulse is: | ||
| + | |||
| + | m = \rho S L = \rho S c \tau | ||
| + | |||
| + | · Impulse: p' = m v. | ||
| + | |||
| + | p' = (\rho S c \tau) \left( \frac{F}{S\sqrt{\rho E}} \right) = F\tau \frac{\rho c}{\sqrt{\rho E}} = F\tau | ||
| + | |||
| + | \boxed{p' = F\tau} | ||
| + | |||
| + | · Kinetic energy: | ||
| + | |||
| + | K = \frac{1}{2} m v^2 = \frac{1}{2} (\rho S c \tau) \frac{F^2}{S^2 \rho E} = \frac{F^2 c \tau}{2 S E} = \frac{F^2 \tau}{2 S \sqrt{\rho E}} | ||
| + | |||
| + | · Potential energy: it equals the kinetic energy in a progressive elastic wave. | ||
| + | |||
| + | U = K = \frac{F^2 \tau}{2 S \sqrt{\rho E}} | ||
| + | |||
| + | · Total energy: | ||
| + | |||
| + | \boxed{W' = K + U = \frac{F^2 \tau}{S \sqrt{\rho E}}} | ||
| + | |||
| + | |||
| + | #### Answer | ||
| + | |||
| + | [Insert a concise answer or boxed result] | ||
| @@ -0,0 +1,106 @@ | |||
| ### Statement | |||
| $3.7.6.$ [Insert the problem statement] | |||
| ### Solution | |||
| Longitudinal waves in a thin bar propagate with speed | |||
| \boxed{c = \sqrt{\frac{E}{\rho}}} | |||
| This speed does not depend on the sign of the force. | |||
| The compressive force produces a negative normal stress (compression): | |||
| \sigma = -\frac{F}{S} | |||
| By Hooke's law, the unit strain is \varepsilon = \sigma / E: | |||
| \boxed{\varepsilon = -\frac{F}{SE}} | |||
| The quantity |\varepsilon| is the relative shortening. The negative sign indicates compression. | |||
| In a progressive plane elastic wave traveling in the positive direction, the relationship between the stress \sigma and the particle velocity v is: | |||
| \sigma = -\rho c v | |||
| (the minus sign appears because in compression the material moves in the direction of wave propagation). Solving for v: | |||
| v = -\frac{\sigma}{\rho c} = -\frac{(-F/S)}{\rho c} = \frac{F}{S\rho c} | |||
| Substituting c = \sqrt{E/\rho}: | |||
| \boxed{v = \frac{F}{S\sqrt{\rho E}}} | |||
| The particles move in the direction of wave propagation, with constant speed as long as the force is applied. | |||
| Conservation of mass implies that the density \rho' in the deformed region satisfies \rho' = \rho / (1+\varepsilon). In the linear regime (|\varepsilon| \ll 1) we can approximate: | |||
| \rho' \approx \rho(1 - \varepsilon) = \rho\left(1 + \frac{F}{SE}\right) | |||
| Since \varepsilon is negative, the density increases in the compressed region. | |||
| \boxed{\rho' = \rho\left[1 + \frac{F}{SE}\right]} | |||
| While the force is applied (0 < t \le \tau), the wave front advances a distance l(t) = ct. The total mass set into motion up to that instant is: | |||
| m(t) = \rho S l(t) = \rho S c t | |||
| Momentum and energy at t = 0.5\tau | |||
| At this instant the force is still acting; the disturbance has not yet ceased. | |||
| · Mass in motion: m = \rho S c \cdot 0.5\tau. | |||
| · Impulse: p = m v. | |||
| p = (\rho S c \cdot 0.5\tau) \left( \frac{F}{S\sqrt{\rho E}} \right) = 0.5 F\tau \frac{\rho c}{\sqrt{\rho E}} | |||
| Since \rho c = \rho\sqrt{E/\rho} = \sqrt{\rho E}, this simplifies to | |||
| \boxed{p = 0.5 F\tau} | |||
| · Kinetic energy: K = \frac{1}{2} m v^2. | |||
| K = \frac{1}{2} (0.5 \rho S c \tau) \left( \frac{F}{S\sqrt{\rho E}} \right)^2 = \frac{F^2 c \tau}{4 S E} | |||
| Using c/E = 1/\sqrt{\rho E}: | |||
| K = \frac{F^2 \tau}{4 S \sqrt{\rho E}} | |||
| · Elastic potential energy: energy density u_e = \frac{1}{2} \sigma \varepsilon = \frac{F^2}{2 E S^2}. | |||
| Perturbed volume V = S l = 0.5 S c \tau. | |||
| U = u_e V = \frac{F^2}{2 E S^2} \cdot 0.5 S c \tau = \frac{F^2 c \tau}{4 E S} = \frac{F^2 \tau}{4 S \sqrt{\rho E}} | |||
| · Total energy: | |||
| \boxed{W = K + U = \frac{F^2 \tau}{2 S \sqrt{\rho E}}} | |||
| Momentum and energy at t = 1.5\tau | |||
| The force ceased at t = \tau. Now the pulse has detached from the end and travels freely with fixed length L = c\tau. The total mass contained in the pulse is: | |||
| m = \rho S L = \rho S c \tau | |||
| · Impulse: p' = m v. | |||
| p' = (\rho S c \tau) \left( \frac{F}{S\sqrt{\rho E}} \right) = F\tau \frac{\rho c}{\sqrt{\rho E}} = F\tau | |||
| \boxed{p' = F\tau} | |||
| · Kinetic energy: | |||
| K = \frac{1}{2} m v^2 = \frac{1}{2} (\rho S c \tau) \frac{F^2}{S^2 \rho E} = \frac{F^2 c \tau}{2 S E} = \frac{F^2 \tau}{2 S \sqrt{\rho E}} | |||
| · Potential energy: it equals the kinetic energy in a progressive elastic wave. | |||
| U = K = \frac{F^2 \tau}{2 S \sqrt{\rho E}} | |||
| · Total energy: | |||
| \boxed{W' = K + U = \frac{F^2 \tau}{S \sqrt{\rho E}}} | |||
| #### Answer | |||
| [Insert a concise answer or boxed result] | |||