2012
DOI: 10.17512/jamcm.2012.4.02
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Free vibration of a cantilever tapered Timoshenko beam

Abstract: Abstract. In this paper the Lagrange multiplier formalism has been used to find a solution of free vibration problem of a cantilever tapered beam. The beam has been circumscribed according to the Timoshenko theory. The sample numerical calculations for the cantilever tapered beam have been carried out and compared with experimental results to illustrate the correctness of the present method.

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Cited by 8 publications
(2 citation statements)
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“…In that study, differential quadrature element method (DQEM) is used and the changing of the frequencies of the beam is studied in terms of parameters of the mass. Cekus [17] studied the free vibration of a cantilever tapered Timoshenko beam by using Lagrange multiplier formalism. The governing equations for the Timoshenko beams with geometrical non-uniformity and material inhomogeneity along the beam axis have been simplified by a new method [18].…”
Section: Introductionmentioning
confidence: 99%
“…In that study, differential quadrature element method (DQEM) is used and the changing of the frequencies of the beam is studied in terms of parameters of the mass. Cekus [17] studied the free vibration of a cantilever tapered Timoshenko beam by using Lagrange multiplier formalism. The governing equations for the Timoshenko beams with geometrical non-uniformity and material inhomogeneity along the beam axis have been simplified by a new method [18].…”
Section: Introductionmentioning
confidence: 99%
“…homotopy analysis [3] or the Green's functions method [4]. However, in most cases, in order to obtain a solution it is necessary to apply approximate methods, such as finite difference method [5], the power series method [6], differential transformation method (DTM) -"improved" Taylor method [5,7,8] or by the use of the Lagrange multiplier formalism [9]. This paper is a continuation of consideration, shown at [10], relating to the use of a matrix and power series methods for solving ordinary differential equations.…”
Section: Introductionmentioning
confidence: 99%