Difference between revisions of "Eigenfunctions for a Uniform Free Beam"
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General solution of the above stated equation is: | General solution of the above stated equation is: | ||
− | <center><math> | + | <center> |
− | w_n(x)=C_1 sin(\lambda_n x)+C_2 cos(\lambda_n x)+C_3 sinh(\lambda_n x)+C_4 cosh(\lambda_n x) | + | <math>w_n(x) = C_1 sin(\lambda_n x) + C_2 cos(\lambda_n x) + C_3 sinh(\lambda_n x) + C_4 cosh(\lambda_n x)</math> |
− | </math></center> | + | </center> |
Symmetric modes | Symmetric modes |
Revision as of 21:49, 6 November 2008
We can find a the eigenfunction which satisfy
[math]\displaystyle{ \partial_x^4 w_n = \lambda_n^4 w_n }[/math]
plus the edge conditions.
This solution is discussed further in Eigenfunctions for a Free Beam.
Due to symmetry of the problem, dry natural vibrations of a free beam can be split into two different sets of modes, symmetric (even) modes and skew-symmetric (odd) modes.
General solution of the above stated equation is:
[math]\displaystyle{ w_n(x) = C_1 sin(\lambda_n x) + C_2 cos(\lambda_n x) + C_3 sinh(\lambda_n x) + C_4 cosh(\lambda_n x) }[/math]
Symmetric modes