2021
DOI: 10.1590/1679-78256434
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Vibration Analysis of Axially Functionally Graded Timoshenko Beams with Non-uniform Cross-section

Abstract: The present paper investigates the transverse vibration of a non-uniform axially functionally graded Timoshenko beam with cross-sectional and material properties varying in the beam length direction. The Chebyshev collocation method is used to spatially discretize the governing partial differential equations of motion of the beam into time-dependent ordinary differential equations in terms of Chebyshev differentiation matrices. An algebraic eigenvalue equation in matrix form is then formed to study the free vi… Show more

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Cited by 7 publications
(3 citation statements)
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“…The dynamic of sandwich beams with a viscoelastic core subjected to a moving load is investigated using the finite element method in [18]. The natural frequencies of non-uniform axially functionally graded beams were investigated using the Chebyshev collocation method in [19].…”
Section: Introductionmentioning
confidence: 99%
“…The dynamic of sandwich beams with a viscoelastic core subjected to a moving load is investigated using the finite element method in [18]. The natural frequencies of non-uniform axially functionally graded beams were investigated using the Chebyshev collocation method in [19].…”
Section: Introductionmentioning
confidence: 99%
“…(Kumar et al, 2015) analyzed the geometrically nonlinear free vibration of axially FG taper beams. (Chen, 2021) studied the vibration analysis of axially FG Timoshenko beams with non-uniform sectioncross. (Huang et al, 2013) examined the free vibration of axially functionally graded Timoshenko beam with non-uniform cross section.…”
Section: Introductionmentioning
confidence: 99%
“…The transverse vibration of four types (two metals and two Ceramics) of Timoshenko beams (non-uniform axially functionally graded with cross-sectional and material properties varying in the beam length direction) based on the Chebyshev collocation method has been investigated. 14 Depending on the values of taper ratios (increasing height and width taper ratios) boundary conditions, the natural frequencies of AFGM beams may decrease or increase. The natural frequencies are dependent mainly on height taper ratio than the width taper ratio except for the fundamental frequencies of clamped-free beams.…”
Section: Introductionmentioning
confidence: 99%