1981
DOI: 10.1016/0020-7403(81)90058-8
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Coupled bending-bending vibrations of pre-twisted cantilever blading allowing for shear deflection and rotary inertia by the Reissner method

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1986
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Cited by 58 publications
(15 citation statements)
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“…The second example is concerned with a cantilever pre-twisted beam treated experimentally by Carnegie [2] and by theoretical means by Lin et al [11] and Subrahmanyam et al [7]. The properties of the beam are given in Table 2.…”
Section: Numerical Results and Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…The second example is concerned with a cantilever pre-twisted beam treated experimentally by Carnegie [2] and by theoretical means by Lin et al [11] and Subrahmanyam et al [7]. The properties of the beam are given in Table 2.…”
Section: Numerical Results and Discussionmentioning
confidence: 99%
“…The properties of the beam are given in Table 2. Although it is well known that shear coefficient depends on the geometry of the cross-section, it is taken the same as in the related references [2,7,11] for comparison purposes. To show efficiency and convergence of the proposed model, the first four frequencies of the second example are calculated.…”
Section: Numerical Results and Discussionmentioning
confidence: 99%
“…Gupta and Rao [21] and Abbas [22] used the "nite element method to determine the natural frequencies of uniformly pretwisted tapered cantilever blading. Subrahmanyam et al [23] and Subrahmanyam and Rao [24] used the "nite element method and the Reissner method to determine the natural frequencies of uniformly pretwisted tapered cantilever blading respectively. Celep and Turhan [25] used the Galerkin method to investigate the in#uence of non-uniform pretwisting on the natural frequencies of uniform cross-sectional cantilever or simply supported beams.…”
Section: Introductionmentioning
confidence: 99%
“…In comparison with results between linearly and nonlinearly pre-twisted beams, the deviations increased as increasing pretwist angle. By treating the blade as a pre-twisted Timoshenko beam, the vibration equations of motion of the pre-twisted blade were developed using different techniques [6][7][8][9][10][11][12][13] to study the effects of geometric aspects, rotary inertia and shear deformation on the lateral frequencies of the blade. The variational method was utilized by Carnegie [6] to derive the bending-bending-torsion equations of motion for a pre-twisted cantilever blade allowing for the shear deformation and rotary inertia effects.…”
Section: Introductionmentioning
confidence: 99%