The above is
the solution for EQM of the mass when it is attached to \(k_{2}\)spring.
Now the mass will move to the right, losing its kinetic energy to the potential energy of the spring until it stops at
the maximum displacement on the right, which will be \(\sqrt {\frac {m}{k_{2}}}v_{0}\). Then the mass will starts to move to the left
again towards the static equilibrium position, gaining speed as it does and the spring losing potential
energy until the mass is back to \(x=0\) where it will have speed of \(v_{0}\) but in the left direction. When it hits
the left spring \(k_{1}\), it will move in an EQM given by
\[ m\ddot {x}+k_{1}x=0 \]
With initial \(x\) given by static equilibrium position
(i.e. \(x=0\)) and initial velocity of \(v_{0}\) but to the left direction. Hence as before, we obtain
The above is the
solution for EQM of the mass when it is attached to spring \(k_{1}\). We see that the maximum displacement will be \(x\left ( t\right ) =\sqrt {\frac {m}{k_{1}}}v_{0}\) in
this case.
Therefore, we conclude the following:
Mass will move to the right of the static equilibrium position a maximum distance of \(\sqrt {\frac {m}{k_{2}}}v_{0}\)
and
Mass will move to the left of the static equilibrium position a maximum distance of \(\sqrt {\frac {m}{k_{1}}}v_{0}\)
And since \(k_{2}>k_{1}\), then it will move the left a longer distance than to the right.
3.3.2.2 Part(b)
From above, the period of motion when the mass is attached to \(k_{2}\) is found by setting\(\sqrt {\frac {k_{2}}{m}}t=2\pi ft\) hence \(f=\frac {1}{2\pi }\sqrt {\frac {k_{2}}{m}}\), therefore
\(T=2\pi \sqrt {\frac {m}{k_{2}}}\sec \)
The period of motion when the mass is attached to \(k_{1}\) is found by setting\(\sqrt {\frac {k_{1}}{m}}t=2\pi ft\) hence \(f=\frac {1}{2\pi }\sqrt {\frac {k_{1}}{m}}\), therefore \(T=2\pi \sqrt {\frac {m}{k_{1}}}\sec \)
We see that the period when the mass is attached to \(k_{1}\) is longer than the period when the mass is attached to
\(k_{2}\).
3.3.3 Problem 2
The Lagrangian which I will call \(\Gamma \) (since I am using \(L\) for the current length of the band) is given by \(T-U\), where \(T\) is the
kinetic energy of the system and \(U\) is the potential energy of the system.
We take \(x\) to be from the unstretched length of the rubber band along the length of the band.
First, we determine the velocity of mass \(m\). Assume that the length of the rubber band at any point time is given by \(L\left ( t\right ) \),
then
Now we find \(U\), the potential energy for the mass, with the help of this diagram
\[ U_{mass}=-mg\left ( L\cos \theta -l\right ) \]
Where the minus sign at the front since the mass has lost PE as it is assume \(x\) has stretched the band and hence the
mass is lower than its static position.
The above can be simplified more if we observer that \(\left ( l^{2}+x^{2}\left ( t\right ) +2lx\left ( t\right ) \right ) =\left [ l+x\left ( t\right ) \right ] ^{2}=L^{2}\) and \(l+x\left ( t\right ) =L\), hence EQM becomes
Hence, the effective stiffness is \(\frac {g}{L}\) and \(\omega _{n_{\theta }}=\sqrt {\frac {g}{L}}=\sqrt {\frac {g}{l+x\left ( t\right ) }}\)Hence we observe that as the band is stretched more, \(\omega _{n}\) becomes smaller and the
period becomes longer. Now we derive the EQM in the \(x\) direction
Hence, this is an autonomous differential equation since
\(f\left ( \theta \right ) \) does not depend on the independent variable \(t\) explicitly.
Now, Let \(x_{1}=\theta \) and \(x_{2}=\dot {\theta }\), then \(\frac {dx_{1}}{dt}=x_{2}\) and using the new state variables we can rewrite the differential equation as
We can stop here. What remains is to evaluate the integral above by some analytical method to obtain an
expression for \(\theta \left ( t\right ) \). The constant \(C_{2}\) can be found if we are given the position initial condition.
Let \(\left . \begin {array} [c]{c}x_{1}=\theta \\ x_{2}=\dot {\theta }\end {array} \right \} \begin {array} [c]{l}\dot {x}_{1}=x_{2}\\ \dot {x}_{2}=-\omega _{0}^{2}\left ( x_{1}-\frac {x_{1}^{3}}{6}\right ) \end {array} \), hence using the new state variables we can rewrite the differential equation as
Solve for \(\begin {pmatrix} \dot {x}_{1}\\ \dot {x}_{2}\end {pmatrix} =\begin {pmatrix} 0\\ 0 \end {pmatrix} \) for equilibrium. Hence \(x_{2}=0\) and therefore \(x_{1}=0\) as well. Now we obtain the
linearized state matrix \(A\) at the equilibrium point found. First we note that \(\frac {\partial g}{\partial x_{1}}=0,\frac {\partial g}{\partial x_{2}}=1,\frac {\partial f}{\partial x_{1}}=\frac {\partial }{\partial x_{1}}\left ( -0.1x_{1}^{2}x_{2}+0.1x_{2}-x_{1}\right ) =-0.2x_{1}x_{2}-1\) and \(\frac {\partial f}{\partial x_{2}}=-0.1x_{1}^{2}+0.1\), hence
With \(\alpha >0\), hence unstable, and spiral out. So. now we can draw the phase portrait near \(\left ( 0,0\right ) \) as
shown below.
Side QUESTION:
If I wanted to draw the phase plot itself, I am getting this. How to finish this last step? It is not separable?
To obtain phase plane plot, we need to express \(x_{2}\) as function of \(x_{1}\). Looking at the original nonlinear differential
equation again and rewrite using the state variables, we obtain
Solve for \(\begin {pmatrix} \dot {x}_{1}\\ \dot {x}_{2}\end {pmatrix} =\begin {pmatrix} 0\\ 0 \end {pmatrix} \) for equilibrium. Hence \(x_{2}=0\) and therefore \(x_{1}=\sin ^{-1}\left ( 0.8\right ) \).
Now we obtain the linearized state matrix \(A\) at the equilibrium point found. First we note that \(\frac {\partial g}{\partial x_{1}}=0,\frac {\partial g}{\partial x_{2}}=1,\frac {\partial f}{\partial x_{1}}=\frac {\partial }{\partial x_{1}}\left ( 0.8-0.5x_{2}-\sin x_{1}\right ) =-\cos x_{1}\) and \(\frac {\partial f}{\partial x_{2}}=-0.5\),
hence
Now, we are told to consider the initial condition \(\dot {\theta }=0\), but this is the same as
\(\dot {x}_{1}=0\). But if speed is zero, then acceleration must also be zero, hence \(\ddot {\theta }=0\) or \(\dot {x}_{2}=0\). Therefore we need to solve for \(\begin {pmatrix} \dot {x}_{1}\\ \dot {x}_{2}\end {pmatrix} =\begin {pmatrix} 0\\ 0 \end {pmatrix} \) \(\ \) or
Therefore \(x_{2}=0\)
and then \(\sin x_{1}=0\) or \(x_{1}=n\pi \) for \(n=0,\pm 1,\pm 2,\cdots \).
Now we obtain the linearized state matrix \(A\) at the equilibrium point found. First we note that \(\frac {\partial g}{\partial x_{1}}=0,\frac {\partial g}{\partial x_{2}}=1,\frac {\partial f}{\partial x_{1}}=-\cos x_{1}\) and \(\frac {\partial f}{\partial x_{2}}=-c\),
hence
Now, we are asked to evaluate this at the center of the phase portrait, which means at \(x_{1}=0\) and \(x_{2}=0\), in other words, when \(n=0\)
(since when \(n=0\), then \(x_{1}=0\)). Hence, when \(n=0,\) the characteristic equation becomes
We now consider all the possible
values of \(c\) and see its effect on the roots of the characteristic equation. This is done using a table
\[\begin {tabular} [c]{|l|l|l|l|}\hline $c$ value & roots form & Location of roots & type of stability at $\left ( 0,0\right ) $\\\hline $c<0$ and $\left \vert c\right \vert <2$ & $\alpha \pm i\beta $ where $\alpha >0$ & In RHS complex plane & Spiral out, UNSTABLE\\\hline $c<0$ and $\left \vert c\right \vert >2$ & $\alpha \pm \beta $ where $\alpha >0$ and $\beta <\alpha $ & In RHS on the real line & Repelling, UNSTABLE\\\hline $c>0$ and $\left \vert c\right \vert <2$ & $\alpha \pm i\beta $ where $\alpha <0$ & In LHS complex plane & Spiral in, STABLE\\\hline $c>0$ and $\left \vert c\right \vert >2$ & $\alpha \pm \beta $ where $\alpha <0$ and $\beta <\alpha $ & In LHS on the real line & Attracting, STABLE\\\hline \end {tabular} \
\]
Therefore, we
conclude that for \(c<0\) the system is unstable at equilibrium point \(\left ( 0,0\right ) \) and for \(c>0\) the system is stable at equilibrium point
\(\left ( 0,0\right ) .\)
Notice that we did not use the initial condition on the position at all. i.e. knowing that \(\theta \left ( 0\right ) =\theta _{0}\) was not needed to solve this
problem.
We need to determine the phase plane trajectories. The term \(\frac {\dot {x}}{\left \vert \dot {x}\right \vert }\)will be either \(+1\) or \(-1\) depending on the sign of
\(\dot {x}\)
\[\begin {tabular} [c]{|l|l|l|l|}\hline $c$ value & roots form & Location of roots & type of stability at $\left ( 0,0\right ) $\\\hline $c>0$ and $\left \vert c\right \vert <2$ & $\alpha \pm i\beta $ where $\alpha >0$ & In RHS complex plane & Spiral out, UNSTABLE\\\hline $c>0$ and $\left \vert c\right \vert >2$ & $\alpha \pm \beta $ where $\alpha >0$ and $\beta <\alpha $ & In RHS on the real line & Repelling, UNSTABLE\\\hline $c<0$ and $\left \vert c\right \vert <2$ & $\alpha \pm i\beta $ where $\alpha <0$ & In LHS complex plane & Spiral in, STABLE\\\hline $c<0$ and $\left \vert c\right \vert >2$ & $\alpha \pm \beta $ where $\alpha <0$ and $\beta <\alpha $ & In LHS on the real line & Attracting, STABLE\\\hline \end {tabular} \
\]
We see that for \(c>0\), system is UNSTABLE and depending on value of \(c\), it is either
Spiral out or Repelling