1961
DOI: 10.1115/1.3641787
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The Effect of Rotatory Inertia and of Shear Deformation on the Frequency and Normal Mode Equations of Uniform Beams With Simple End Conditions

Abstract: New frequency and normal mode equations for flexural vibrations of six common types of simple, finite beams are presented. The derivation includes the effect of rotatory inertia and transverse-shear deformation. A specific example is given.

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Cited by 396 publications
(146 citation statements)
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“…[33]. Consider now that the beam has a crack of length a located at a distance L Ã ðe ¼ L Ã =LÞ from the left support.…”
Section: Problem Formulationmentioning
confidence: 99%
“…[33]. Consider now that the beam has a crack of length a located at a distance L Ã ðe ¼ L Ã =LÞ from the left support.…”
Section: Problem Formulationmentioning
confidence: 99%
“…The "Timoshenko beam parameters," r and s, are defined as the rotational inertia parameter and the shear deformation parameter, respectively, via [12,13] (2a, b)…”
mentioning
confidence: 99%
“…(6a,b) through those terms that involve  . When this parameter is set equal to zero, the equations reduce to the well-known in-vacuum results (e.g., [42,44]). …”
Section: B Derivation Of Equations Of Motionmentioning
confidence: 99%