The homogeneous solution of the 2nd order DE can be found
by solving the homogeneous equation:
 |
(209) |
where the right hand side of the DE for the input
is
zero. Substituting the assumed solution
and its
derivatives
into
the DE we get
 |
(210) |
As we are not interested in a trivial solution,
, and
we get an algebraic equation
 |
(211) |
Solving this quadratic equation we get its two roots, the two
eigenvalues of
:
 |
(212) |
where
 |
(213) |
These two roots
are either two real numbers or a pair
complex conjugate numbers, depending on whether its discriminant
is greater and smaller then 0:
 |
(214) |
For a constant
and a variable
that changes
from
to
, the two roots
(red) and
(blue) can be represented as the root locus on the complex plane.
In particular, for the RCL circuit with all
,
, and
values
non-negative, we have
, i.e., we only need to consider the
root locus on the left side of the complex plain.
Given the two roots
and
, we can write the homogeneous
solution as
 |
(215) |
where the two coefficients
and
can be found based on the
two initial conditions
and
. If we assume
but
, then we get
Solving these we get
 |
(217) |
and the homogeneous solution becomes:
![$\displaystyle y_h(t)=y_0 \left[ \frac{s_2 e^{s_1t}}{s_2-s_1}-\frac{s_1 e^{s_2t}}{s_2-s_1} \right]
=\frac{y_0}{s_2-s_1} (s_2 e^{s_1t}-s_1 e^{s_2t})$](img631.svg) |
(218) |
Alternatively, the 2nd-order LCCODE in canonical form given above can
also be solved if it is coverted into a 1st-order ODE system, as
shown here.
The solution takes different forms depending on the value of the damping
coefficient
.
- Over-damped system (
)
This is a sum of two exponentially decaying terms, without any overshoot
or oscillation. Note that when
,
.
- Critically damped system (
)
Now we have
 |
(220) |
and the homogeneous solution takes following form:
Applying the initial conditions to this response we get
Solving this we get if
:
 |
(223) |
and the response is
![$\displaystyle y_h(t)=C_1 e^{st}+C_2 t e^{st}=y_0\left[ e^{-\omega_nt}+\omega_n t e^{-\omega_nt}\right]$](img646.svg) |
(224) |
Again, there is no overshoot or oscillation.
- Under-damped system (
)
and |
(225) |
where
is the damped natural frequency defined as:
 |
(226) |
The response is
Here we have defined:
 |
(228) |
- Undamped system (
and
)
 |
(229) |
![$\displaystyle y_h(t)=y_0 \left[ \frac{s_2 e^{s_1t}}{s_2-s_1}+\frac{s_1 e^{s_2t}...
...ght]
=y_0\left(\frac{e^{j\omega_n}+e^{-j\omega_n}}{2}\right)=y_0\cos(\omega_nt)$](img657.svg) |
(230) |
This result can also be obtained from the previous case:
 |
(231) |
The homogeneous responses of these four cases are plotted below. Note that in all cases,
and
.