2014
DOI: 10.12989/sem.2014.52.5.1033
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Eigen analysis of functionally graded beams with variable cross-section resting on elastic supports and elastic foundation

Abstract: The free vibration of functionally graded material (FGM) beams on an elastic foundation and spring supports is investigated. Young's modulus, mass density and width of the beam are assumed to vary in thickness and axial directions respectively following the exponential law. The spring supports are also taken into account at both ends of the beam. An analytical formulation is suggested to obtain eigen solutions of the FGM beams. Numerical analyses, based on finite element method by using a beam finite element d… Show more

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Cited by 16 publications
(3 citation statements)
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References 25 publications
(17 reference statements)
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“…The articles for AFG beams can be given as follow; the free vibration of an FGM beam on an elastic foundation and spring supports was investigated by Duy et al 13 The material properties and thickness of the beam were assumed to range in width and length directions obeying the exponential law. An analytical formulation and finite element formulation were used to obtain the natural frequencies of the FGM beams.…”
Section: Introductionmentioning
confidence: 99%
“…The articles for AFG beams can be given as follow; the free vibration of an FGM beam on an elastic foundation and spring supports was investigated by Duy et al 13 The material properties and thickness of the beam were assumed to range in width and length directions obeying the exponential law. An analytical formulation and finite element formulation were used to obtain the natural frequencies of the FGM beams.…”
Section: Introductionmentioning
confidence: 99%
“…Xu et al 21 investigated 2D elasticity solution for bending of FGB with variable thickness. Duy et al 22 presented the Eigen analysis of FGB with variable cross section on elastic support and elastic foundations. Recently, Calim 23 presented transient analysis of axially functionally graded Timoshenko beam with variable cross section.…”
Section: Introductionmentioning
confidence: 99%
“…[5][6][7][8][9] for mechanical analysis of axially functionally graded beam, Refs. [10][11][12][13][14][15][16][17][18][19] for functionally material variation through the thickness of the beam and Refs. [20][21][22][23][24][25][26][27] for two-directional functionally graded beams.…”
Section: Introductionmentioning
confidence: 99%