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Fundamental Transverse Vibration Circular Frequency of a Cantilever Beam with an Intermediate Elastic Support

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TLDR
In this paper, the fundamental transverse vibration circular frequency ω1 of a cantilever beam with an intermediate elastic support of variable abscissa a was analyzed using the finite element method.
Abstract
The problem of analyzing the dynamic vibration of a uniform beam was widely investigated in the scientific literature where various numerical methods were considered. The objective of the present study is to investigate the fundamental transverse vibration circular frequency ω1 of a cantilever beam with an intermediate elastic support of variable abscissa a. The analysis is based on the Euler–Bernoulli assumptions and carried out by using the finite element method (FEM). The validation concerned the fixed-free and fixed-pinned ends conditions of the beam. After this, the investigation was conducted by varying both the spring stiffness value from zero to infinite and the abscissa a from 0 to L. Different values of the fundamental circular frequency ω1 are determined for describing the dynamic behavior of the current vibrating beam system. The plotted curves show the variations of the transverse vibration circular frequency ω1 depending on the beam intermediate support location and stiffness.

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Journal ArticleDOI

Numerical evaluation of high-order modes of vibration in uniform Euler–Bernoulli beams

TL;DR: In this article, the authors present alternative and approximate forms for the evaluation of beam mode shape functions that are numerically stable for all modes of vibration, but the penalty is that some errors occur in the calculations for low-order modes, and these errors are quantified.
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Vibration frequencies for a uniform beam with one end spring-hinged and subjected to a translational restraint at the other end

TL;DR: In this article, the free vibration of a beam hinged at one end by a rotational spring and subjected to the restraining action of a translational spring at the other end is dealt with.
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Maximizing the natural frequency of a beam with an intermediate elastic support

TL;DR: In this article, the minimum stiffness of a simple (or point) support that raises a natural frequency of a beam to its upper limit is investigated for different boundary conditions, and a closed-form solution for the minimum stiffness based on the derivative of a NF with respect to the support position is presented.
Journal ArticleDOI

Transverse Vibration of a Simply Supported Beam with Symmetric Overhang of Arbitrary Length

TL;DR: In this article, an approximation to the solution of the frequency equation for beams with small overhang is presented and compared to the numerical solution, which is most useful to determine a beam's flexural stiffness, EI, or modulus of elasticity, E, by vibrating a simply supported beam.
Journal ArticleDOI

Free vibrations of beam-mass-spring systems: analytical analysis with numerical confirmation

TL;DR: In this article, the free vibrations of a beam-mass-spring system with different boundary conditions are analyzed both analytically and numerically, and the Galerkin method is employed to discretize the equation of motion and the resulting set of ordinary differential equations are solved via eigenvalue analysis.
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