2006
DOI: 10.1016/j.jsv.2005.01.055
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Flapwise bending vibration analysis of a rotating tapered cantilever Bernoulli–Euler beam by differential transform method

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Cited by 165 publications
(80 citation statements)
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“…For example, in [5], flapwise bending vibration analysis of a rotating, tapered cantilever Bernoulli-Euler beam (e.g., helicopter blade) was conducted using the differential transform method (i.e., DTM). The effect of blade taper on natural frequencies was also studied.…”
Section: Introductionmentioning
confidence: 99%
“…For example, in [5], flapwise bending vibration analysis of a rotating, tapered cantilever Bernoulli-Euler beam (e.g., helicopter blade) was conducted using the differential transform method (i.e., DTM). The effect of blade taper on natural frequencies was also studied.…”
Section: Introductionmentioning
confidence: 99%
“…(13)(14)(15)(16) into Eq. (19), setting the resultant expression into the expression of the total potential energy function, Eq. (17), and employing Euler equations [5], the governing equilibrium equations in the buckling of the plate resting on the Pasternak foundation based on the von-Karman nonlinearity are obtained as follows [10]:…”
Section: Mathematical Formulation Of Constitutive Equationsmentioning
confidence: 99%
“…The literature review indicates that the present work is the first attempt to exploit DTM to evaluate the critical buckling temperature. A number of studies have been carried out by this method [18][19][20][21][22][23][24]. The results are presented in four categories based on linear and uniform thermal load and simply supported and clamped edge conditions in the proceeding sections.…”
Section: Introductionmentioning
confidence: 99%
“…In another paper, they used this method to solve the initial-value problems [13]. The DTM was used to find the dimensionless natural frequencies of the tapered cantilever Bernoulli-Euler beam by Ozdemir and Kaya [14]. Free vibration differential equations of motion of one end-fixed, the other simply supported and axial loaded beams on elastic soil was solved using DTM by Catal [15].…”
Section: Introductionmentioning
confidence: 99%