19.8.2 - Example 2: Initial Displacement Only
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Understanding Initial Conditions
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Today, we're going to explore how initial conditions affect the vibration of membranes. Can anyone explain why knowing initial displacement is important?
I think it helps determine how the membrane will move later, right?
Exactly! Specifically, when we define the initial displacement as \( u(x, y, 0) = f(x, y) \), we can predict the membrane's vibration patterns over time. Now, what about the role of initial velocity?
If the initial velocity is zero, it means the membrane starts from rest.
Correct! So we have \( \frac{\partial u}{\partial t}(x, y, 0) = 0 \). This will eliminate all the coefficients \( B_{nm} \) in our general solution. Can someone summarize what happens to \( A_{nm} \) in this case?
We integrate the displacement function to find \( A_{nm} \), right?
Yes! Great job summarizing! So, to find \( A_{nm} \), we use the formula \[ A_{nm} = \frac{4}{ab} \int_{0}^{a} \int_{0}^{b} f(x, y) \sin\left(\frac{n\pi x}{a}\right) \sin\left(\frac{m\pi y}{b}\right) dy \, dx \]. This formula directly connects the initial profile of the membrane to the solution of our wave equation.
Mathematical Formulation
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Now, let's look closely at the mathematical formulation for finding \( A_{nm} \). After integrating the initial displacement function, what physical significance does this coefficient represent?
It represents the amplitude of vibration for a certain mode, right?
Precisely! Each mode's amplitude is determined by how much the initial displacement contributes to that mode. What would happen if we had non-zero initial velocities?
Then we'd have to include additional coefficients \( B_{nm} \), affecting the whole solution.
Correct! Adding the initial velocity introduces more complexity to our solution. That’s why understanding these parameters is critical in practical applications. What kind of structures would we model this way?
Different types of membranes like roofs, or maybe bridges?
Absolutely! The principles we discuss here apply widely in civil engineering. Well done, everyone.
Introduction & Overview
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Quick Overview
Standard
In this section, we analyze a vibrating membrane's behavior with an initial displacement profile. It highlights the mathematical formulation when the function of displacement at time t=0 is known, and the initial velocity is set to zero, leading to specific coefficients in the solution's computation.
Detailed
Example 2: Initial Displacement Only
In the context of vibrating membranes, this example explores the scenario where the initial displacement of the membrane is defined by a function, denoted as \( u(x, y, 0) = f(x, y) \). At the same time, we assume that the initial velocity of the membrane is zero, represented mathematically as \( \frac{\partial u}{\partial t}(x, y, 0) = 0 \).
Under these initial conditions, all coefficients \( B_{nm} \) in the general solution are set to zero, leading to a simplified form for the coefficients \( A_{nm} \). The expression for \( A_{nm} \) is derived by integrating the initial displacement function over the area of the membrane:
\[ A_{nm} = \frac{4}{ab} \int_{0}^{a} \int_{0}^{b} f(x, y) \sin\left(\frac{n\pi x}{a}\right) \sin\left(\frac{m\pi y}{b}\right) \, dx \, dy \]
This approach illustrates how specific initial conditions can directly influence the solution of the two-dimensional wave equation governing the membrane's motion. The analysis and results derived provide crucial insight into the dynamic behavior of structures in civil engineering applications, emphasizing the significance of initial conditions in modeling real-world vibrating systems.
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Initial Conditions of the Membrane
Chapter 1 of 2
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Chapter Content
Suppose u(x, y,0)=f(x,y),
∂u
(x, y,0)=0.
Detailed Explanation
This chunk sets the initial conditions for the vibration of a membrane at time t=0. The term u(x, y, 0) = f(x, y) signifies that at the initial time, the vertical displacement of the membrane at any point (x, y) is determined by some function f. This function essentially describes the initial shape of the membrane. The second part, ∂u/∂t (x, y, 0) = 0, indicates that the initial velocity of the membrane at all points is zero. This means that the membrane starts from rest without any initial movement.
Examples & Analogies
Imagine a trampoline that is perfectly flat before anyone jumps on it. The flat shape of the trampoline represents f(x, y), and since no one has jumped yet, the trampoline is motionless – that’s why ∂u/∂t (x, y, 0) = 0. Thus, the trampoline starts vibrating only after someone lands on it.
Coefficients of Modes in the Solution
Chapter 2 of 2
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Chapter Content
Then all B_n,m=0, and:
A_n,m= 4/(ab)∫∫ f(x,y) sin(nπx/a) sin(mπy/b) dxd_y
0 0
Detailed Explanation
In this chunk, it is stated that when the initial velocity of the membrane is zero, the coefficients B_n,m, which correspond to the sine wave solutions related to the velocity, are all equal to zero. This simplifies the solution for the displacement function. The A_n,m coefficients are calculated using an integral that involves the function f(x, y), which represents the initial shape or displacement of the membrane. This method integrates the initial shape over the entire area of the membrane, weighted by the sine functions that correspond to each mode of vibration.
Examples & Analogies
Think of a guitar string. When you pluck the string, it vibrates in modes that correspond to different frequencies, producing a tone. The function f(x, y) could represent how you initially pluck the string (the initial shape if you visualize the string bending). The calculation of A_n,m is similar to determining how much energy from your pluck goes into producing each vibrational frequency (or mode) of the string. If you don’t pluck the string at all (B_n,m = 0), the higher modes of vibration are not excited.
Key Concepts
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Initial Displacement: The defined shape of the membrane at the start.
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Initial Velocity: Represents how fast the membrane is moving when the disturbance begins. Set to zero in this case.
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Coefficients A_nm: Determines the amplitude of each normal mode based on initial displacement.
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B_nm Coefficients: Inactive when the initial velocity is zero.
Examples & Applications
An initial drop of a weight onto a membrane creates an initial displacement profile of f(x,y).
A drumhead struck at the center exemplifies an initial displacement scenario.
Memory Aids
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Rhymes
Initial displacement starts the show, at t=zero the waves will flow.
Stories
Imagine a drum being struck gently; it begins to shake, but first it rests - that moment defines its path.
Memory Tools
Remember: Initials Displacement and Velocity are the 'ID' of your membrane's story.
Acronyms
IV for Initial Velocity, set to zero creates a static flow.
Flash Cards
Glossary
- Initial Displacement
The starting position of the membrane at time t=0, represented by the function f(x,y).
- Initial Velocity
The rate of change of displacement at the initial time, which is set to zero in this case.
- Coefficients A_nm
Coefficients used in the series solution of the membrane displacement which depend on the initial displacement function.
- B_nm Coefficients
Coefficients in the series solution indicating the contribution of initial velocity to the membrane's vibration, set to zero when initial velocity is zero.
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