2015
DOI: 10.17512/jamcm.2015.2.10
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A new approach for buckling analysis of axially functionally graded beams

Abstract: Abstract. The object of considerations are axially functionally graded (FG) beams, which are loaded by an axial force varying along the length of the beam. The main idea presented here is to approximate FG beams by an equivalent beam with piecewise exponentially varying material properties, geometrical properties and axial load. Numerical solutions of the buckling analysis are obtained for four various types of boundary conditions associated with pinned and clamped ends. The usefulness of the proposed method i… Show more

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Cited by 2 publications
(2 citation statements)
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“…Alternative approaches involve the numerical solution of equation (2) (or equivalent first-order formulations involving tangent angles and displacements) with an iterative search to find unknown initial values and buckling load. 2628 Rychlewska 29 used a piecewise, exponential approximation of ζ, generating an eigenvalue problem incorporating continuity conditions across segments.…”
Section: Methodsmentioning
confidence: 99%
“…Alternative approaches involve the numerical solution of equation (2) (or equivalent first-order formulations involving tangent angles and displacements) with an iterative search to find unknown initial values and buckling load. 2628 Rychlewska 29 used a piecewise, exponential approximation of ζ, generating an eigenvalue problem incorporating continuity conditions across segments.…”
Section: Methodsmentioning
confidence: 99%
“…The result is that the vibration problem of beams were and are the subject of the work of many authors [1][2][3][4][5][6][7][8][9][10][11]. In order to solve the linear boundary problems, the authors applied various methods, like the Green's function method [1,2], the Lagrange multiplier formalism [3,4], FEM [5,6] or others [7,8].…”
Section: Introductionmentioning
confidence: 99%