Difference between revisions of "Forest UCM Osc Damped"
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:<math> x= \left ( C_1 e^{ \sqrt{\beta^2 -\omega^2_0} t} + C_2 e^{ -\sqrt{\beta^2 -\omega^2_0} t} \right) e^{- \beta t} </math> | :<math> x= \left ( C_1 e^{ \sqrt{\beta^2 -\omega^2_0} t} + C_2 e^{ -\sqrt{\beta^2 -\omega^2_0} t} \right) e^{- \beta t} </math> | ||
− | ::<math> = \left ( C_1 e^{ \left (-\beta +\sqrt{\beta^2 -\omega^2_0} \right ) t} + C_2 e^{ \left (\beta-\sqrt{\beta^2 -\omega^2_0} | + | ::<math> = \left ( C_1 e^{ \left (-\beta +\sqrt{\beta^2 -\omega^2_0} \right ) t} + C_2 e^{ \left (\beta-\sqrt{\beta^2 -\omega^2_0}\right )t} \right) </math> |
Revision as of 13:38, 5 October 2014
1-D Damped Oscillations
Newton's 2nd Law
As in the case of air resistance, assume there is frictional force proportional to the velocity of the oscillation body.
- : in 1-D
or
or
let
- undamped oscillation frequency
- damping constant
then
Solve for the Equation of Motion
As see in section Forest_UCM_Osc_SHM#Equation_of_motion, you can determine solutions to the above by writing the analogous auxilary equation:
Setting the term in parentheses to zero and using the quadratic formula
You have change the second order differential equation into two first order differential equations
constructing a complete solution from the two solutions (orthogonal functions) above.
Undamped oscillator
If
= 0Then
- Forest_UCM_Osc_SHM#Equation_of_motion the SHM solution derived before at
Under damped Oscillator
In this case the term
There are two terms above, the first term is an exponential decay and the secons is the usual harmonic oscilator.
They combine to produce oscillations whoase amplitudes decay with time.
Over damped Oscillator
For the overdamped case you have two exponentials
Critically damped Oscillator