6.2 - Free Vibration of Undamped SDOF System
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Understanding Free Vibration
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Today, we'll explore free vibrations in undamped SDOF systems. First, can someone explain what we mean by 'free vibration'?
Isn’t it when the system vibrates without any external forces acting on it?
Exactly! Free vibration occurs without external forces or damping, allowing us to focus solely on the system’s inherent properties. Now, what would the governing equation look like?
Maybe something like $mu¨(t) + ku(t) = 0$?
Correct! And what do the symbols m and k represent?
m is the mass, and k is the stiffness of the spring!
Perfect! Remember this equation. It's fundamental in analyzing vibrations!
Solving the Governing Equation
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Now that we've established the governing equation, let's solve it. Who can describe our solution form?
I think the solution is $u(t) = A ext{cos}( ext{ω}_n t) + B ext{sin}( ext{ω}_n t)$!
That's right! And what does ω_n represent?
It's the natural frequency of the system, calculated using the formula $ω_n = \sqrt{\frac{k}{m}}$.
Exactly! So what kind of motion does this equation represent?
Pure harmonic motion!
Yes, and this oscillation reflects the system's natural response, essential for analyzing dynamic behavior.
Interpreting Pure Harmonic Motion
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Let’s delve deeper into what pure harmonic motion means for our system. How would you describe this type of motion?
It means the system oscillates back and forth around an equilibrium position, responding to its initial conditions.
Right, and the frequency determines how quickly it oscillates. Why is this important in structural dynamics, especially under seismic conditions?
Knowing the natural frequency helps in designing structures to withstand vibrations from earthquakes.
Precisely! Understanding these concepts lays the foundation for analyzing more complex systems later, including those with damping and forced vibrations.
Introduction & Overview
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Quick Overview
Standard
In this section, the concept of free vibration in an undamped SDOF system is explained. The governing equation is presented, leading to a general solution that describes the system's motion as pure harmonic motion. This analysis is critical when evaluating the system's dynamic response without the influence of external forces or damping factors.
Detailed
Free Vibration of Undamped SDOF System
The free vibration of an undamped Single Degree of Freedom (SDOF) system is characterized by the absence of external forces and damping effects. The analysis begins with the assumptions that the system experiences no external forces and no damping.
Governing Equation
The governing equation for an undamped SDOF system is given by:
$$mu¨(t) + ku(t) = 0$$
Where:
- $m$ is the mass of the system.
- $k$ is the stiffness of the spring.
Solution
The general solution of this equation can be expressed as:
$$u(t) = A ext{cos}( ext{ω}_n t) + B ext{sin}( ext{ω}_n t)$$
Where, ω_n is the natural frequency, calculated as:
$$ω_n = \sqrt{\frac{k}{m}}$$
This solution highlights that the motion of the system is purely harmonic, characterized by oscillations varying over time as a function of trigonometric functions. These oscillations occur around an equilibrium position and are solely dependent on the system's intrinsic properties (mass and stiffness).
Significance
Understanding free vibrations is essential for predicting the system's dynamic response and is foundational for further study into forced vibrations and damping effects in structural dynamics.
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Assumptions of Undamped Free Vibration
Chapter 1 of 4
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Chapter Content
- Assumptions:
- No external force.
- No damping.
Detailed Explanation
In this section, we begin with the basic assumptions of a free vibration scenario for an undamped Single Degree of Freedom (SDOF) system. First, we assume there are no external forces acting on the system. This means that the only forces present are the internal forces due to the system's mass and spring. Second, we assume that there is no damping, which means the system does not lose energy over time and continues to oscillate indefinitely after being displaced from equilibrium.
Examples & Analogies
Imagine a swing at a playground that has been pushed and let go. If there are no kids sitting on it (no external force) and it’s perfectly smooth (no damping), it will keep swinging back and forth forever without losing height, similar to the undamped SDOF system.
Governing Equation
Chapter 2 of 4
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Chapter Content
- Governing Equation:
- mu¨(t) + ku(t) = 0
Detailed Explanation
The governing equation for the free vibration of an undamped SDOF system is expressed as 'mu¨(t) + ku(t) = 0'. Here, 'm' represents the mass of the system, 'u(t)' is the displacement, 'k' is the stiffness of the system, and the double dot over 'u' indicates the second derivative with respect to time, which represents acceleration. This equation reflects that the restoring force provided by the spring (which is proportional to the displacement) is equal to the inertial force due to the mass (which is proportional to its acceleration).
Examples & Analogies
Consider a rubber band being stretched. If you let it go, the band pulls back to its original length. The equation mathematically describes how the forces work: the further you pull (displacement), the more the rubber band (spring) wants to pull you back to the center (equilibrium) by exerting a force proportional to how far you pulled.
Solution to the Governing Equation
Chapter 3 of 4
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Chapter Content
- Solution:
- u(t) = Acos(ωn t) + Bsin(ωn t)
- where ωn = √(k/m) is the natural frequency.
Detailed Explanation
The general solution to the governing equation takes the form 'u(t) = A * cos(ωn t) + B * sin(ωn t)'. Here, 'A' and 'B' are constants determined by initial conditions, and 'ωn' stands for the natural frequency of the system, calculated as the square root of the stiffness 'k' divided by the mass 'm'. The natural frequency represents how quickly the system oscillates when displaced from its resting position. The solution indicates that the motion is a combination of cosines and sines, which is characteristic of harmonic motion.
Examples & Analogies
Think about a pendulum. If you pull it to one side and release it, it will swing back and forth in a regular pattern—that's harmonic motion! The terms 'A' and 'B' define the amplitude or height of the swing, while 'ωn' determines how fast it swings back and forth.
Interpretation of the Motion
Chapter 4 of 4
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Chapter Content
- Interpretation: Pure harmonic motion.
Detailed Explanation
The motion described by the solution is identified as pure harmonic motion. This means the motion is sinusoidal and periodic, where the system oscillates around a central equilibrium position. The concept of pure harmonic motion is essential in dynamics as it represents the idealized behavior of many mechanical systems that can oscillate.
Examples & Analogies
Think of a music instrument, like a guitar string. When you pluck it, it vibrates in a sinusoidal pattern, producing sound waves. This continuous vibratory motion is similar to how the undamped SDOF system behaves—smooth, predictable, and periodic.
Key Concepts
-
Free Vibration: Oscillation without external forces.
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Governing Equation: Describes the motion of the SDOF system.
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Natural Frequency: Indicator of how quickly a system vibrates.
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Harmonic Motion: The repeating oscillatory movement of the system around an equilibrium position.
Examples & Applications
For a mass-spring system, with mass m = 5 kg and spring constant k = 200 N/m, the natural frequency is ω_n = √(200/5) = √40 ≈ 6.32 rad/s.
A pendulum swinging back and forth without friction presents an ideal undamped SDOF system exhibiting free vibration.
Memory Aids
Interactive tools to help you remember key concepts
Rhymes
When free vibrations take flight, no forces act, it feels just right!
Stories
Imagine a swing in a silent park where no one pushes; it swings back and forth, dictated only by gravity and its own design. This is a free vibration with no external forces!
Memory Tools
F-NH (Free - Natural harmonic) to remember Free Vibrations lead to Natural frequencies in harmonic motion.
Acronyms
FVO (Free Vibration Overview)
for Free
for Vibration
for Oscillation.
Flash Cards
Glossary
- Single Degree of Freedom (SDOF)
A mechanical system that can be described by a single coordinate indicating its motion.
- Free Vibration
Oscillatory motion of a system without external forces or damping influences.
- Natural Frequency (ω_n)
The frequency at which a system naturally oscillates when not subjected to a damping force or external driving force.
- Governing Equation
The differential equation that describes the dynamic behavior of a system.
- Pure Harmonic Motion
Motion that oscillates sinusoidally and is characterized by a constant frequency and amplitude.
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