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Journal ArticleDOI

Comparison of analytical and experimental results for free vibration of non-uniform composite beams

Larry A. Taber, +1 more
- 22 Jul 1982 - 
- Vol. 83, Iss: 2, pp 219-228
TLDR
In this paper, a transfer matrix technique for Timoshenko beams of varying cross-sections was used to calculate the frequency and mode shape of the non-uniform beam represented by a series of uniform segments.
About
This article is published in Journal of Sound and Vibration.The article was published on 1982-07-22. It has received 15 citations till now. The article focuses on the topics: Timoshenko beam theory & Beam (structure).

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Citations
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Journal ArticleDOI

Free and forced vibrations of non-uniform composite beams

TL;DR: In this paper, the effects of shear deformation, rotary inertia, non-uniformity of the cross-section, and angle of fibre orientation on dynamic behavior are investigated.
Journal ArticleDOI

Simple formulas for the natural frequencies of non-uniform cables and beams

TL;DR: In this paper, the authors used the asymptotic development method to obtain approximate analytical expressions for the natural frequencies of non-uniform cables and beams, by manipulating the first-order terms, they obtained the mechanical properties (mass, stiffness, etc.) of the equivalent uniform cables and beam having the same (up to the first order) frequencies of the nonuniform one.
Journal ArticleDOI

Nonlinear vibrations of non-uniform beams by the MTS asymptotic expansion method

TL;DR: In this paper, the frequency response curves of a non-uniform beam undergoing nonlinear oscillations are mined analytically by the multiple time scale method, which provides approximate, but accurate results.
Journal ArticleDOI

The performance and design of ultrasonic vibration system for flexural mode.

TL;DR: The matrix method for analyzing flexural vibration system is outlined and a design method is given for flexural transducer and vibration system.
Journal ArticleDOI

Axial-bending coupled vibration analysis of an axially-loaded stepped multi-layered beam with arbitrary boundary conditions

TL;DR: In this paper, an analytical method for solving both the free and forced vibration of an axially loaded stepped laminated beam with general layers and arbitrary boundary conditions based on the first-order shear deformation theory (FSDT) is presented.
References
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ReportDOI

Timoshenko's shear coefficient for flexural vibrations of beams

TL;DR: In this article, a formula for the shear coefficient was obtained by calculating the frequency (from the free-vibration equations of Timoshenko) at which an infinite beam vibrates without transverse deflections and by equating this with the frequency calculated from the 3D equations of small vibrations of an elastic body.
Journal ArticleDOI

Generalized Hypergeometric Function Solutions on the Transverse Vibration of a Class of Nonuniform Beams

TL;DR: In this paper, the cross-sectional area and the area moment of inertia vary along the beam according to any two arbitrary powers of the longitudinal coordinate, and the numerical results for many different tapered cantilever beams are presented.
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