By E. Z.
\(\ \vec{F}_{net}=\vec{F}_{gravity}+\vec{F}_{spring}+\vec{F}_{damping} \)
\(\ \vec{F}_{gravity}=m\vec{g}, \vec{F}_{spring}=-k \vec{x}(t), \vec{F}_{damping}=-b \vec{v}(t), \vec{F}_{net}=m \vec{a}(t) \)
\(\\ 0=mu''+ bu' + ku \)
where is mass, is stiffness of spring and is damping coefficient
is proportional to periodity of motion
is inversely proportional to periodity of motion
From characteristic eq.: \(\ r_{1,2}= \frac{-b \pm \sqrt{b^2-4km}}{2m} \)
if \(\ b^2-4km \) > 0 → overdamped oscillation
if \(\ b^2-4km \) = 0 → critically damped oscillation
if \(\ b^2-4km \) > 0 → underdamped oscillation
This method is based on initial guess of dependent variable based on structer of the DE.
| Exponential | Exponential with coefficient and same x coefficient |
| Polinomial | Polinomial of the same degree with unknown coefficients |
| Trigonometric | Linear Combinations of trigonometric functions with unknown coefficients |
for such 𝒻 containing their multiplications, 𝓍 is multiplication of them.
It is a solution method for non-homogenous DE's. It is harder to apply than Undetermined Coefficients Method, but it does not requires any assumption and works for greater range of DE's including ones can be solved using undetermined coefficients method.
It is hard to guess a particular solution for a t using unknown coefficients method.
\(\ \small u_1= ∫ - \frac{f(x).y_2}{a.W(y_1,y_2)} dx \) and \(\ \small u_2= ∫ \frac{f(x).y_1}{a.W(y_1,y_2)} dx \)
Proof is left as an exercise for the reader.