2016
DOI: 10.1504/ijstructe.2016.077719
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Numerical modelling of a Timoshenko FGM beam using the finite element method

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Cited by 11 publications
(5 citation statements)
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“…The properties of functionally graded materials (FGMs) beams vary continuously through the thickness according to the volume fraction of the constituent materials (metal and ceramic). The power-law (P-FGM) most commonly describes differences in the properties of materials [34][35][36][37].…”
Section: Functionally Graded Materials (Fgms)mentioning
confidence: 99%
“…The properties of functionally graded materials (FGMs) beams vary continuously through the thickness according to the volume fraction of the constituent materials (metal and ceramic). The power-law (P-FGM) most commonly describes differences in the properties of materials [34][35][36][37].…”
Section: Functionally Graded Materials (Fgms)mentioning
confidence: 99%
“…The Young's modulus variation in the S-FGM can be calculated using a similar expression as P-FGM but uses volume fraction for each part separately as shown in Equations ( 5) and (6).…”
Section: Sigmoid Materials Function (S-fgm)mentioning
confidence: 99%
“…A combined Fourier series and Galerkin method for solving the two-dimensional elasticity equations for a functionally graded beam subjected to transverse loads using a polynomial function to account for the variation of Young's modulus through the beam thickness was reported in [4]. Finite element method for characterizing the dynamic free vibration of a functionally graded beam with material graduation axially or transversely through the thickness based on the power-law function and a finite element method to study the static behavior of Timoshenko FGM cantilever beam subjected to a concentrated load at the free end and using power law for varying material properties through-beam thickness was investigated and proposed in [5,6]. The static behavior of functionally graded metal-ceramic beams under transverse loading using higher-order shear deformation theory, assuming power-law function to account for material variation through-beam thickness was studied in [7].…”
Section: Introductionmentioning
confidence: 99%
“…The distance between middle plane and neutral plane is given as [35]: The normal strain and stress of functionally graded Rayleigh beam are given as [29] x…”
Section: Theorymentioning
confidence: 99%