A NON-UNIFORM, AXIALLY LOADED EULER-BERNOULLI BEAM HAVING COMPLEX ENDS
An operator-based formulation is used to show the completeness of the eigenfunctions of a non-uniform, axially-loaded, transversely-vibrating Euler-Bernoulli beam having eccentric masses and supported by offset linear springs. This result generalizes the classical expansion theorem for a beam having...
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Veröffentlicht in: | Quarterly journal of mechanics and applied mathematics 1996-08, Vol.49 (3), p.353-371 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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Zusammenfassung: | An operator-based formulation is used to show the completeness of the eigenfunctions of a non-uniform, axially-loaded, transversely-vibrating Euler-Bernoulli beam having eccentric masses and supported by offset linear springs. This result generalizes the classical expansion theorem for a beam having conventional end conditions. Furthermore, the effect of truncating a series approximation of the initial deflection is investigated for the first time. New asymptotic forms of the eigenvalues and eigenfunctions are determined which are themselves often sufficiently accurate for high-frequency calculations. |
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ISSN: | 0033-5614 1464-3855 |
DOI: | 10.1093/qjmam/49.3.353 |