Difficult Exam paper question that I can't seem to grasp. I'm finding it hard to visualise the problem and understand what is actually going on.
A particle of mass $m$ moves in a straight line on a smooth horizontal table, and is connected to two points $A$ and $B$ by light elastic springs of natural lengths $2l_0$ and $3l_0$ respectively, and modulus of elasticity $\lambda$. The points $A$ and $B$ are a distance $6l_0$ apart. Show that the equation of motion is: $$m\ddot{x} =\frac{\lambda}{6l_0}(12l_0 - 5x)$$
(where $x$ is the displacement of the particle from $A$ measured positive towards $B$.
What I know is, the two spring have the same modulus of elasticity λ but different equilibrium length. λ is a property of the material, not the springs and it take in account the relative deformation for each spring. I plugged in the formula I found online for modulus of elasticity and incorporated into the general equation of motion for a spring.
The whole length between A and B is $6l_0$ and the combined length of the springs is $5l_0$.
$$\begin{align} \mathbf{F_n} & = \mathbf{F_A} + \mathbf{F_b} \\ & = k_A \Delta L + k_B \Delta L \\ & = k_A(L-L_0) + k_B(L-L_0) \\ & = k_A(6l_0 - 2x) + k_B(6l_0 - 3x) \\ & = \lambda\Big(\frac{6l_0-2x}{6l_0}\Big) + \lambda\Big(\frac{6l_0-3x}{6l_0}\Big) \\ & = \frac{\lambda}{6l_0}(12l_0-5x) \end{align} $$
Find the equilibrium position and obtain the frequency $\omega$ and period $T$ of oscillations.
The equilibrium position occurs when the net force acting on the mass is $0$. i.e when the acceleration is zero.
$$\mathbf{F_n} = m\ddot{x} = 0$$
Using the definition of equilibrium and setting $x= x_e$ we get
$$ \begin{align} \frac{\lambda}{6l_0}(12l_0 - 5x) & = 0 \\ x_e & = \frac{2}{5}\lambda \end{align} $$
This $x_e$ is the equilibrium position.
Using the formula for the frequency
$$ \begin{align} \omega & = 2\pi f \\ f & = \frac{1}{2\pi}\sqrt{\frac{k}{m}} \\ \end{align} $$
The formula that related the spring constand and the modulus of elasticity is $$k= \frac{\lambda}{L}$$
there is two springs so I really don't know how to take that into consideration. I found the equilibrium position(I think), do I just use that result to find the frequency and period? Because the equilibrium position is related to $\lambda$ can I relate that to $\omega$ and $T$?
The particle, at the equilibrium position, is suddenly given a velocity $U$ towards $B$. Obtain its subsequent displacement $x(t)$. How close to $B$ does it approach in the subsequent motion?
I imagine that this is asking me to solve the differential equation that was given in the question. To find a particular solution we will need two initial condition won't we? The starting position $x_0$ and the starting velocity $\dot{x_0}$
$x_0 = x_e$ The system is in equilibrium before the mass gets pushed.
$\dot{x_0} = U$ The initial velocity is actually given to us in the question.
I think the equation is non-homogeneous. Does the equation need to be changed to solve it? I just started second order differential equations and finding it slightly tricky here.
I appreciate all the feed back thank you.