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Damped Harmonic motion is considered one the most difficult concept.
19 Questions around this concept.
The resultant equation in damped motion is given by $ x=A_0 e^{\frac{-b t}{2 m}} \cos \left(\omega^{\prime} t+\delta\right) $ constant. The value of frequency $\omega^{\prime}$ is the best represented by.
Free\undamped oscillation-
Damped oscillation-
$
m \frac{d u}{d t}=-k x-b u
$
where
$\mathrm{u}=\mathrm{velocity}$
$-b u=$ damping force
$\mathrm{b}=$ damping constant
$-k x=$ restoring force
Or using
$
u=\frac{d x}{d t}
$
where $\mathrm{x}=$ displacement of damped oscillation
we can write, The equation of motion of Damped oscillation as
$
m \frac{d^2 x}{d t}=-k x-b \frac{d x}{d t}
$
The solution of the above differential equation will give us the formula of $x$ as
$
x=A_0 e^{-\frac{b t}{2 m}} \cdot \sin \left(\omega^{\prime} t+\delta\right)
$
where $\omega^{\prime}=$ angular frequency of the damped oscillation
$
\text { and } \omega^{\prime}=\sqrt{\frac{k}{m}-\left(\frac{b}{2 m}\right)^2}=\sqrt{\omega_0^2-\left(\frac{b}{2 m}\right)^2}
$
- The amplitude in damped oscillation decreases continuously with time according to
$
A=A_0 \cdot e^{-\frac{b t}{2 m}}
$
- The energy in damped oscillation decreases continuously with time according to
$
E=E_0 \cdot e^{-\frac{b t}{m}} \text { where } E_0=\frac{1}{2} k A_0^2
$
- Critical damping- The condition in which the damping of an oscillator causes it to return as quickly as possible to its equilibrium position without oscillating back and forth about this position.
Critical damping happens at
$
\omega_0=\frac{b}{2 m}
$
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