| Exam Board | Edexcel |
|---|---|
| Module | M3 (Mechanics 3) |
| Year | 2010 |
| Session | January |
| Marks | 14 |
| Paper | Download PDF ↗ |
| Mark scheme | Download PDF ↗ |
| Topic | Hooke's law and elastic energy |
| Type | Vertical elastic string: general symbolic/proof questions |
| Difficulty | Standard +0.3 This is a standard M3 elastic string energy problem requiring energy conservation (part a), differentiation to find maximum speed (part b), and force analysis at rest (part c). All techniques are routine for this module, though it requires careful bookkeeping of energy terms and understanding when the string becomes taut. |
| Spec | 6.02h Elastic PE: 1/2 k x^26.02i Conservation of energy: mechanical energy principle |
| Answer | Marks | Guidance |
|---|---|---|
| Working | Marks | Guidance |
| \(\frac{1}{2}mv^2 + \frac{3mgx^2}{4a} = mg(a+x)\) | M1 A2 (1,0) | |
| Leading to \(v^2 = 2g(a+x) - \frac{3gx^2}{2a}\) | A1 | cso (4) |
| Answer | Marks | Guidance |
|---|---|---|
| Working | Marks | Guidance |
| Greatest speed when acceleration is zero | ||
| \(T = \frac{\lambda x}{a} = \frac{3mgx}{2a} = mg \Rightarrow x = \frac{2a}{3}\) | M1 A1 | |
| \(v^2 = 2g\left(a + \frac{2a}{3}\right) - \frac{3g}{2a} \times \left(\frac{2a}{3}\right)^2 \left(= \frac{8ag}{3}\right)\) | M1 | |
| \(v = \frac{2}{3}\sqrt{(6ag)}\) | A1 | accept exact equivalents (4) |
| Answer | Marks | Guidance |
|---|---|---|
| Working | Marks | Guidance |
| \(v = 0 \Rightarrow 2g(a+x) - \frac{3gx^2}{2a} = 0\) | M1 | |
| \(3x^2 - 4ax - 4a^2 = (x-2a)(3x+2a) = 0\) | M1 A1 | |
| \(x = 2a\) | ||
| At \(D\): \(m\ddot{x} = mg - \frac{\lambda \times 2a}{a}\) | M1 A1ft | ft their \(2a\) |
| \( | \ddot{x} | = 2g\) |
| [14] |
| Answer | Marks | Guidance |
|---|---|---|
| Working | Marks | Guidance |
| \(2v\frac{dv}{dx} = 2g - \frac{3gx}{a}\) | ||
| \(\frac{dv}{dx} = 0 \Rightarrow x = \frac{2a}{3}\) | M1 A1 | |
| \(v^2 = 2g\left(a+\frac{2a}{3}\right) - \frac{3g}{2a}\times\left(\frac{2a}{3}\right)^2 \left(=\frac{8ag}{3}\right)\) | M1 | |
| \(v = \frac{2}{3}\sqrt{(6ag)}\) | A1 | accept exact equivalents (4) |
| Answer | Marks | Guidance |
|---|---|---|
| Working | Marks | Guidance |
| \(T = \frac{\lambda x}{a} = \frac{3mge}{2a} = mg \Rightarrow e = \frac{2a}{3}\) | bM1 bA1 | Equilibrium position |
| \(m\ddot{y} = mg - \frac{\frac{3}{2}mg(y+e)}{a} = -\frac{3g}{2a}y\) | bM1 bA1 | N2L using \(y\) for displacement from equilibrium |
| \(\omega^2 = \frac{3g}{2a}\) | ||
| Speed at end of free fall: \(u^2 = 2ga\) | cM1 | |
| \(u^2 = 2ga\) when \(y = -\frac{2}{3}a \Rightarrow 2ga = \frac{3g}{2a}\left(A^2 - \frac{4a^2}{9}\right)\) | cM1 | |
| \(A = \frac{4a}{3}\) | cA1 | |
| Maximum speed \(A\omega = \frac{4a}{3}\times\sqrt{\left(\frac{3g}{2a}\right)} = \frac{2}{3}\sqrt{(6ag)}\) | cM1 cA1 | |
| Maximum acceleration \(A\omega^2 = \frac{4a}{3}\times\frac{3g}{2a} = 2g\) | cA1 |
# Question 7:
## Part (a)
| Working | Marks | Guidance |
|---------|-------|----------|
| $\frac{1}{2}mv^2 + \frac{3mgx^2}{4a} = mg(a+x)$ | M1 A2 (1,0) | |
| Leading to $v^2 = 2g(a+x) - \frac{3gx^2}{2a}$ | A1 | cso **(4)** |
## Part (b)
| Working | Marks | Guidance |
|---------|-------|----------|
| Greatest speed when acceleration is zero | | |
| $T = \frac{\lambda x}{a} = \frac{3mgx}{2a} = mg \Rightarrow x = \frac{2a}{3}$ | M1 A1 | |
| $v^2 = 2g\left(a + \frac{2a}{3}\right) - \frac{3g}{2a} \times \left(\frac{2a}{3}\right)^2 \left(= \frac{8ag}{3}\right)$ | M1 | |
| $v = \frac{2}{3}\sqrt{(6ag)}$ | A1 | accept exact equivalents **(4)** |
## Part (c)
| Working | Marks | Guidance |
|---------|-------|----------|
| $v = 0 \Rightarrow 2g(a+x) - \frac{3gx^2}{2a} = 0$ | M1 | |
| $3x^2 - 4ax - 4a^2 = (x-2a)(3x+2a) = 0$ | M1 A1 | |
| $x = 2a$ | | |
| At $D$: $m\ddot{x} = mg - \frac{\lambda \times 2a}{a}$ | M1 A1ft | ft their $2a$ |
| $|\ddot{x}| = 2g$ | A1 | **(6)** |
| | **[14]** | |
### Alternative (b) — Differentiation method
| Working | Marks | Guidance |
|---------|-------|----------|
| $2v\frac{dv}{dx} = 2g - \frac{3gx}{a}$ | | |
| $\frac{dv}{dx} = 0 \Rightarrow x = \frac{2a}{3}$ | M1 A1 | |
| $v^2 = 2g\left(a+\frac{2a}{3}\right) - \frac{3g}{2a}\times\left(\frac{2a}{3}\right)^2 \left(=\frac{8ag}{3}\right)$ | M1 | |
| $v = \frac{2}{3}\sqrt{(6ag)}$ | A1 | accept exact equivalents **(4)** |
### Alternative approach using SHM for (b) and (c)
| Working | Marks | Guidance |
|---------|-------|----------|
| $T = \frac{\lambda x}{a} = \frac{3mge}{2a} = mg \Rightarrow e = \frac{2a}{3}$ | bM1 bA1 | Equilibrium position |
| $m\ddot{y} = mg - \frac{\frac{3}{2}mg(y+e)}{a} = -\frac{3g}{2a}y$ | bM1 bA1 | N2L using $y$ for displacement from equilibrium |
| $\omega^2 = \frac{3g}{2a}$ | | |
| Speed at end of free fall: $u^2 = 2ga$ | cM1 | |
| $u^2 = 2ga$ when $y = -\frac{2}{3}a \Rightarrow 2ga = \frac{3g}{2a}\left(A^2 - \frac{4a^2}{9}\right)$ | cM1 | |
| $A = \frac{4a}{3}$ | cA1 | |
| Maximum speed $A\omega = \frac{4a}{3}\times\sqrt{\left(\frac{3g}{2a}\right)} = \frac{2}{3}\sqrt{(6ag)}$ | cM1 cA1 | |
| Maximum acceleration $A\omega^2 = \frac{4a}{3}\times\frac{3g}{2a} = 2g$ | cA1 | |
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7. A light elastic string has natural length $a$ and modulus of elasticity $\frac { 3 } { 2 } m g$. A particle $P$ of mass $m$ is attached to one end of the string. The other end of the string is attached to a fixed point $A$. The particle is released from rest at $A$ and falls vertically. When $P$ has fallen a distance $a + x$, where $x > 0$, the speed of $P$ is $v$.
\begin{enumerate}[label=(\alph*)]
\item Show that $v ^ { 2 } = 2 g ( a + x ) - \frac { 3 g x ^ { 2 } } { 2 a }$.
\item Find the greatest speed attained by $P$ as it falls.
After release, $P$ next comes to instantaneous rest at a point $D$.
\item Find the magnitude of the acceleration of $P$ at $D$.
\end{enumerate}
\hfill \mbox{\textit{Edexcel M3 2010 Q7 [14]}}