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I am trying impose free-free boundary conditions in analyzing free vibrations of a beam. I have coded up in Matlab. I used to restrict the corresponding degrees of freedom with the related...
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Its a beam with 3 displacement variables. I use a linear interpolation function for "u" and Hermit cubic interpolation function for "w" and "fi". When calculating stiffness matrix I achieve 3...
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and also do negative or complex eigenvalues have meaning in a buckling analysis?
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