Steel and Composite Structures

  • 제19권4호
  • /
  • Pages.829-841
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  • 2015
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  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Analytical solution for bending analysis of functionally graded beam

  • Sallai, Benoumrane (Laboratoire des Materiaux & Hydrologie, Universite de Sidi Bel Abbes) ;
  • Hadji, Lazreg (Laboratoire des Materiaux & Hydrologie, Universite de Sidi Bel Abbes) ;
  • Daouadji, T. Hassaine (Laboratoire des Materiaux & Hydrologie, Universite de Sidi Bel Abbes) ;
  • Adda Bedia, E.A. (Laboratoire des Materiaux & Hydrologie, Universite de Sidi Bel Abbes)
  • 투고 : 2015.01.16
  • 심사 : 2015.03.31
  • 발행 : 2015.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, a refined exponential shear deformation beam theory is developed for bending analysis of functionally graded beams. The theory account for parabolic variation of transverse shear strain through the depth of the beam and satisfies the zero traction boundary conditions on the surfaces of the beam without using shear correction factors. Contrary to the others refined theories elaborated, where the stretching effect is neglected, in the current investigation this so-called "stretching effect" is taken into consideration. The material properties of the functionally graded beam are assumed to vary according to power law distribution of the volume fraction of the constituents. Based on the present shear deformation beam theory, the equilibrium equations are derived from the principle of virtual displacements. Analytical solutions for static are obtained. Numerical examples are presented to verify the accuracy of the present theory.

키워드

참고문헌

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