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Today, weβre going to discuss steady-state solutions in damped harmonic motion. Can anyone tell me what happens when a harmonic oscillator is subjected to a periodic force?
I think it starts moving in the same frequency as the force, right?
Exactly! The system eventually reaches a steady-state where it oscillates at the same frequency as the driving force. This is like how you get into a rhythm when dancing to music.
So, what does the amplitude depend on?
Great question! The amplitude $A(\omega)$ is determined by the magnitude of the driving force and the natural frequencies of the system. Remember the formula: $A(\omega) = \frac{F_0/m}{\sqrt{(\omega_0^2-\omega^2)^2 + (2\gamma \omega)^2}}$. It's a bit complex, but we will break it down!
What about the phase difference?
Good point! The phase difference $\delta$ tells us how much the system lags behind the driving force. It can be found using $\delta = \tan^{-1 \left( \frac{2\gamma \omega}{\omega_0^2-\omega^2} \right)}$. Remember to jot that down!
In summary, we learned how a damped harmonic oscillator responds to a periodic force at a steady state, focusing on amplitude and phase. Next, we will explore resonance!
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Who can tell me what resonance is in the context of oscillating systems?
Is it when the frequency of the driving force matches the natural frequency of the oscillator?
That's spot on! This condition leads to maximum oscillation amplitude, which reflects significant behavior in real-world systems. What happens if the frequency is far from $\omega_0$?
The amplitude will be smaller, right?
Exactly! This leads us to the resonance frequency formula: $\omega_{res} = \sqrt{\omega_0^2 - 2\gamma^2}$. Itβs critical to understand this in engineering, where improper frequency can lead to catastrophic failures.
Can you give an example?
Sure! The Tacoma Narrows Bridge is a famous example where resonance led to a structural failure due to wind-induced oscillations. Keep this in mind for future applications!
To summarize, resonance occurs when driving frequency matches natural frequency, leading to significant increases in amplitude. It's vital for engineers to consider this when designing systems to avoid failures.
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Now, letβs talk about energy in our systems. How does energy change in damped oscillators?
Thereβs energy loss due to damping, right?
Correct! The energy in a damped system is given by $E(t) = E_0 e^{-2\gamma t}$. This shows that energy decreases over time due to damping.
What about forced oscillations?
Great question! In forced oscillations, the energy input from the external force compensates for energy losses due to damping, allowing the system to maintain amplitude when properly tuned.
So, the driving force essentially tops up the energy?
Exactly! This balance between input and loss is crucial for maintaining a steady-state response. Today, we covered how energy changes in damped oscillators, both under free and forced conditions.
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In this section, we explore the steady-state solutions for forced oscillations in damped harmonic motion, focusing on how the amplitude and phase of oscillations vary with frequency. We elaborate on resonance and energy considerations in damped systems.
The steady-state solution describes the behavior of a driven damped harmonic oscillator after transient effects have died away. When a periodic external force is applied, the system eventually responds at the same frequency as the driving force. The equation of motion for a forced oscillator is given by:
$$ m\ddot{x} + b\dot{x} + kx = F_0 \cos(\omega t) $$
The steady-state displacement can be expressed as:
$$ x(t) = A(\omega) \cos(\omega t - \delta) $$
where $A(\omega)$ represents the amplitude of the oscillation, which can be calculated using the formula:
$$ A(\omega) = \frac{F_0 / m}{\sqrt{(\omega_0^2 - \omega^2)^2 + (2\gamma \omega)^2}} $$
and $\delta$ is the phase difference, expressed as:
$$ \delta = \tan^{-1 \left( \frac{2\gamma \omega}{\omega_0^2 - \omega^2} \right) } $$
This section further discusses resonance, defined as the condition when the driving frequency is close to the natural frequency of the system. The resonance frequency can be identified through the formula:
$$ \omega_{res} = \sqrt{\omega_0^2 - 2\gamma^2} $$
For low damping, the amplitude peaks near $\omega_0$, which can have critical implications in engineering applications leading to potential failure modes such as in the Tacoma Narrows Bridge. Energy considerations in steady-state solutions indicate how energy input from an external force compensates for damping losses, affecting the system's behavior over time. This section emphasizes the importance of understanding these principles in various engineering applications.
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x(t)=A(Ο)cos (ΟtβΞ΄)x(t) = A(eta) ext{ cos}(eta t - heta)
The steady-state solution for a forced oscillation describes the position of the system at any time 't' after initial transients have died out. Here, x(t) represents the displacement of the oscillating system. The term A(Ο) indicates the amplitude of oscillation at the frequency Ο, while Ξ΄ is a phase angle determining the offset in time of the oscillation relative to a cosine wave. Essentially, this equation shows that once we reach steadiness, the motion can be expressed as a perfect cosine wave with a specific amplitude and phase shift.
Imagine a child on a swing. When you push the swing periodically (applying an external force), initially it may swing erratically. After a while, once the child is swinging at a constant rhythm, the motion becomes smooth and predictable. This steady swinging is similar to the steady-state motion where the effects of initial pushes fade away and you can describe the motion using clean mathematical functions.
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Where:
β A(Ο)=F0/m(Ο02βΟ2)2+(2Ξ³Ο)2A(Ο) = rac{F_0/m}{ ext{sqrt}[(eta_0^2 - eta^2)^2 + (2 ext{gamma}eta)^2]}
The amplitude A(Ο) of the steady-state oscillation depends on several factors: the external force magnitude F0, the mass m of the system, the square of the natural frequency Ο0, and the damping ratio Ξ³. The formula shows how, as the driving frequency (Ο) approaches the natural frequency (Ο0), the amplitude increases significantly. However, if damping is present, it limits the peak amplitude and broadens the resonance peak, preventing infinitely large oscillations.
Consider a child on a swing again, but this time think of the intensity of pushing. If you push with a certain rhythm that matches the swing's natural motion, the child swings higher (larger amplitude). If, however, you push when the swing is moving away from you (not in sync), the effect is less pronouncedβthe child's height increases less. The steadiness of pushing correlates with how closely you match the swing's natural frequency.
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β Ξ΄=tan β1(2Ξ³ΟΟ02βΟ2)
β Ξ΄ = an^{-1} igg( rac{2 ext{gamma} imes eta}{eta_0^2 - eta^2} igg)
The phase angle Ξ΄ is a crucial aspect that influences the timing of the oscillation concerning the external force applied. This angle tells us how much the oscillation is delayed or advanced concerning the forcing function. By examining the damping ratio Ξ³ and the relationship between the natural frequency and driving frequency, we can predict how this phase shift will impact the system's response. A larger damping leads to a significant phase shift, showing that the system's response will not be in sync with the driving force.
Think of a synchronized dance where the dancers need to move in time with the music. If some dancers start their moves too late (lead to a delay), others will notice that they are out of sync with the music (the phase shift). In a physical system, if the frequency of the driving force doesnβt match the natural frequency due to damping, it results in a noticeable lag (or phase shift) in the system's response.
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β Resonance frequency:
Οres=Ο02β2Ξ³2
Ο_{ ext{res}} = ext{sqrt}(eta_0^2 - 2 ext{gamma}^2)
β Amplitude peaks near Ο0 for low damping.
Resonance occurs when the frequency of the external force matches the natural frequency of the system (Ο0), causing large amplitude oscillations. This phenomenon becomes more pronounced when there is low damping. The resonance frequency (Οres) gives us insight into how the system will behave near the natural frequency. It's crucial to consider, especially in engineering, as systems that resonate can experience significant and potentially harmful amplitudes.
Imagine pushing someone on a swing again. If you time your pushes perfectly when the swing is at its highest point, the swing goes much higher with each pushβthis is resonance! However, if you pushed at random times, the swing wouldn't go as high. Similarly, in constructing buildings or bridges, engineers need to account for resonance, especially during earthquakes, to prevent catastrophic failures.
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Key Concepts
Steady-State Solution: The response of a damped oscillator to a periodic force once transient effects fade.
Resonance: The peak amplitude phenomenon when driving frequency nears natural frequency.
Amplitude: Dependent on the relationship between the natural frequency and the driving frequency.
Damping: Energy loss phenomenon that affects the system's motion.
See how the concepts apply in real-world scenarios to understand their practical implications.
A child on a swing pushed at the right moment experiences resonance, gaining higher amplitude swings.
In engineering, resonance must be avoided in structures during earthquakes to prevent catastrophic failures.
Use mnemonics, acronyms, or visual cues to help remember key information more easily.
In resonance, we take our chance, harmonics dance, and we advance.
Imagine a child on a swing getting pushed at just the right time, soaring high in the air β thatβs the magic of resonance!
RESONATE: Resonance Extends Strength Of Nabbed Oscillations And Tension Energy.
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Review the Definitions for terms.
Term: SteadyState Solution
Definition:
The behavior of a forced oscillator after transient effects have died down, oscillating primarily at the driving frequency.
Term: Resonance
Definition:
A phenomenon that occurs when the driving frequency approaches the natural frequency of the oscillating system, resulting in maximum amplitude.
Term: Damping Ratio (Ξ³)
Definition:
A dimensionless measure of damping in an oscillator, calculated as the ratio of the damping coefficient over twice the mass.
Term: Phase Difference (Ξ΄)
Definition:
The difference in phase between the driving force and the oscillation of the system, expressed in radians.
Term: Natural Frequency (Οβ)
Definition:
The rate at which a system oscillates when not subjected to external forces.