Difference between revisions of "Forest UCM Osc Damped"
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:<math>\beta > \omega_0</math> | :<math>\beta > \omega_0</math> | ||
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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> | ||
==Critically damped Oscillator== | ==Critically damped Oscillator== |
Revision as of 13:30, 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
Over damped Oscillator
Critically damped Oscillator