Determine eigenvalue-problem for steel pole

In summary: There are two cases because ##j=0,1,2,3, ...## is a subset of ##j=\left(j+1\right)\pi\left(L\right)##.
  • #1
schniefen
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Homework Statement
Consider a steel pole of length ##L=1## m, which is not connected (free ends on both sides). For simplicity, we study only motions in the direction along the pole. Determine the eigenvalue-problem you need to solve.
Relevant Equations
The wave equation: ##\frac{\partial^2 \psi(x,t)}{\partial x^2}=\frac{\rho}{E}\frac{\partial^2 \psi(x,t)}{\partial t^2}##, where ##\rho## denotes density and ##E## pressure. Also, since the ends are free, ##\psi(0,t)=0## and ##\psi(L,t)=0##.
If we assume that ##\psi## has a Fourier transform ##\hat{\psi}##, so that ##\psi(x,t)=\frac{1}{2\pi}\int_{-\infty}^{\infty}\hat{\psi}(x,\omega)e^{i\omega t}\mathrm{d}\omega##, then the wave equation reduces to ##-\rho\omega^2\hat{\psi}(x,\omega)=E\frac{\partial^2 \hat{\psi}(x,\omega)}{\partial x^2}##, since the integrands need to equal. Also, we have ##\hat{\psi}(0,\omega)=0## and ##\hat{\psi}(L,\omega)=0##.

This already reveals the eigenvalue-problem, however, the answer given is ##-\lambda f(x)=\frac{\partial^2 f(x)}{\partial x^2}## with ##f(0)=f(L)=0##. How can ##\hat{\psi}(x,\omega)## be rewritten in terms of a function only depending on ##x## and why the partial derivatives notation if the function only does depend on a single variable?
 
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  • #2
Are those the right boundary conditions for free ends? Looks like fixed ends to me.
 
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  • #3
You are right, I was wrong. The boundary conditions should read ##\frac{\partial \psi(x,t)}{\partial x}\bigg\rvert_{x=0}=0## and ##\frac{\partial \psi(x,t)}{\partial x}\bigg\rvert_{x=L}=0##. And these are the same for ##\hat{\psi}(x,\omega)##.
 
  • #4
A follow-up to the question is to determine the vibrational frequencies. We have

##-\frac{\rho\omega^2}{E}\hat{\psi}(x,\omega)=\frac{\partial^2 \hat{\psi}(x,\omega)}{\partial x^2},##​

and define ##\lambda=\frac{\rho\omega^2}{E}##. Then ##\hat{\psi}(x,\omega)=\cos{(\sqrt{\lambda}x)}## satisfies the above equation as well as ##\frac{\partial \hat{\psi}(x,t)}{\partial x}\bigg\rvert_{x=0}=0##. The second boundary condition gives

##\frac{\partial \hat{\psi}(x,t)}{\partial x}\bigg\rvert_{x=L}=-\sqrt{\lambda}\sin{(\sqrt{\lambda}L)}=0.##​

This implies either ##\lambda=0## or

##\lambda_j=\left(\frac{(j+1)\pi}{L}\right)^2##
and thus

##\omega^2=\omega_j^2=\frac{E}{\rho}\left(\frac{(j+1)\pi}{L}\right)^2.##​

The frequencies are then simply ##f_j=\frac{\omega_j}{2\pi}=\sqrt{\frac{E}{\rho}}\frac{j+1}{2L}##. I am a little uncertain about the range of ##j## though. There should be a frequency that is ##0##, which would imply ##j=-1,0,1,2, ...##.
 
  • #5
schniefen said:
This implies either λ=0 or
Why break it into two cases? Doesn't ##\lambda_j=(\frac{j\pi}L)^2##, ##j=0, 1, 2,..## cover it?
 
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FAQ: Determine eigenvalue-problem for steel pole

What is an eigenvalue-problem for a steel pole?

An eigenvalue-problem for a steel pole is a mathematical calculation used to determine the natural frequencies and corresponding mode shapes of vibration for a steel pole. This information is important in engineering and design to ensure the structural integrity and stability of the pole.

How is the eigenvalue-problem solved for a steel pole?

The eigenvalue-problem for a steel pole is typically solved using numerical methods, such as the finite element method, which involves dividing the pole into smaller elements and solving for the natural frequencies and mode shapes of each element. These results are then combined to determine the overall behavior of the pole.

Why is it important to determine the eigenvalue-problem for a steel pole?

Determining the eigenvalue-problem for a steel pole is important because it allows engineers to assess the structural integrity and stability of the pole. It also provides information on the potential for resonance and vibration, which can impact the performance and safety of the pole.

What factors can affect the eigenvalue-problem for a steel pole?

Several factors can affect the eigenvalue-problem for a steel pole, including the material properties of the pole, its geometry and dimensions, and the boundary conditions. Other external factors, such as wind and seismic loads, can also impact the natural frequencies and mode shapes of the pole.

How can the results of the eigenvalue-problem be used in the design of a steel pole?

The results of the eigenvalue-problem can be used to inform the design of a steel pole by identifying potential problem areas and allowing for adjustments to be made to improve the structural integrity and stability. The results can also be used to optimize the design for specific performance requirements, such as minimizing vibrations or increasing the pole's resistance to wind and seismic loads.

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