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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
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1961
Year
EngineeringMechanical EngineeringNew FrequencyNonlinear VibrationsStructural EngineeringModal AnalysisVibrationsMechanicsNormal Mode EquationsStructural DynamicNonlinear VibrationStructural VibrationRotatory InertiaUniform BeamsFinite BeamsMechanical SystemsRandom VibrationStructural MechanicsVibration Control
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.