Undamped 2 DOF vibration. What should the eigen vectors be here

AI Thread Summary
The discussion focuses on a two degrees of freedom (2 DOF) vibration problem involving two masses and two springs arranged vertically. The user has correctly derived the natural frequencies (ω) but is confused about the corresponding eigenvectors, mistakenly assuming they are (1, 1) and (1, -1). A response clarifies that the eigenvectors depend on the specific mass and stiffness parameters, suggesting that the correct eigenvectors are approximately (0.5, 1) for the first mode and (1, 0) for the second. To find the correct eigenvectors, the user is advised to substitute their values of k and m into the matrix equation and solve for the ratios of X1 to X2. This approach will help clarify the relationship between the eigenvalues and eigenvectors in the context of the vibration problem.
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Normal modes of vibration, two masses, two spring, arranged vertically with m2 at the top, m1 underneath arranged (top to bottom) m2, k2, m1, k1, rigid support

I have solved the first part of an undamped coupled spring problem to give

m_1m_2 \omega ^ 4 + ((m_1+m_2)k_2+m_2k_1)\omega ^2 +k_1k_2=0 Since this is a show that Q, I know this is correct.

With k_1=5,\; k_2=10,\; m_1=20,\; m_2=50 I get \omega_1=0.2365,\;\omega_2=0.9456

This comes from the equation \begin{pmatrix}<br /> m_1 \omega^2+k_1+k_2 &amp; -k_2 \\<br /> -k_2 &amp; m_2 \omega^2+k_2<br /> \end{pmatrix}<br /> \begin{pmatrix}<br /> X_1 \\<br /> X_2<br /> \end{pmatrix}=\begin{pmatrix}<br /> 0 \\<br /> 0<br /> \end{pmatrix}

I have formed the impression (which must be wrong) that my values of \omega should be eigen values with eigen vectors of \begin{pmatrix}<br /> 1 \\<br /> 1<br /> \end{pmatrix} and \begin{pmatrix}<br /> 1 \\<br /> -1<br /> \end{pmatrix} Which describe the first two principle modes of vibration.

I expect to be able to check by substituting my values of \omega into the matrix equation and get the zero matrix at the RHS when I used the eigen vectors for \begin{pmatrix}<br /> X_1 \\<br /> X_2<br /> \end{pmatrix}
However when I multiply out the matrix and the eigen vectors with my values of \omega I get nothing like \begin{pmatrix}<br /> 0 \\<br /> 0<br /> \end{pmatrix}

Where is my understanding going wrong with this?
 
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t100ss said:
I have formed the impression (which must be wrong) that my values of \omega should be eigen values with eigen vectors of \begin{pmatrix}<br /> 1 \\<br /> 1<br /> \end{pmatrix} and \begin{pmatrix}<br /> 1 \\<br /> -1<br /> \end{pmatrix} Which describe the first two principle modes of vibration.

I expect to be able to check by substituting my values of \omega into the matrix equation and get the zero matrix at the RHS when I used the eigen vectors for \begin{pmatrix}<br /> X_1 \\<br /> X_2<br /> \end{pmatrix}
However when I multiply out the matrix and the eigen vectors with my values of \omega I get nothing like \begin{pmatrix}<br /> 0 \\<br /> 0<br /> \end{pmatrix}

Where is my understanding going wrong with this?

Your "impression" about the correct answer is wrong.

To see why it's wrong, imagine a two springs with equal stiffness, with a large mass at the bottom, and a small mass at the mid point. This is almost the same as a single mass at the end of the spring, and the eigenvector for the lowest mode will be approximately \begin{pmatrix}<br /> 0.5 \\<br /> 1<br /> \end{pmatrix} not \begin{pmatrix}<br /> 1 \\<br /> 1<br /> \end{pmatrix}

The eigenector for the second mode will be close to \begin{pmatrix}<br /> 1 \\<br /> 0<br /> \end{pmatrix}, though that is a bit harder to "see" intuitively.

In general the eigenvectors depend on all the mass and stiffness properties. To calculate them, substitute the numbers for k m and ##\omega## into your equation \begin{pmatrix}<br /> m_1 \omega^2+k_1+k_2 &amp; -k_2 \\<br /> -k_2 &amp; m_2 \omega^2+k_2<br /> \end{pmatrix}<br /> \begin{pmatrix}<br /> X_1 \\<br /> X_2<br /> \end{pmatrix}=\begin{pmatrix}<br /> 0 \\<br /> 0<br /> \end{pmatrix}
If you calculated ##\omega## correctly, the system of equations will be singular, and you can solve them for the ratio of ##X_1## to ##X_2##.

Repeat with the other value of ##\omega## to find the other eigenvector.
 
Thank you very much for your prompt answer. I might even have ended up understanding eigenvectors in this context. It was well worth ploughing through the latex to get your answer.
 
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